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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹62.3 CrAccepted-AOC PLOT NO 65 SECTOR 18 OPP HIPA SARHAUL GURUGRAM 122 001 | ₹62.3 Cr | 1 | Accepted-AOC Lowest L1 |
| 2 | 2₹64.5 CrRejected-AOC | ₹64.5 Cr | 2 | Rejected-AOC L2 |
| 3 | 3₹67.0 CrRejected-Finance | ₹67.0 Cr | 3 | Rejected-Finance Not Lowest |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹67.0 Cr
EMD Value
₹67.0 L
Closing Date
24 Jul 2019, 5:00 pmClosed
Sr. Manager (H.Q)
A-1/4 Upsidc Complex Lakhanpur Kanpur
Construction of Internal Roads , RCC Drains , RCC Box Culverts and Other related works of Sector 9 at Saraswati Hi-Tech City , Allahabad
2019_SIDC_362070_1
cd_9_05_dt_200416
Open Tender
Civil Works
365 days
Naini, Allahabad
Please refer Tender documents.
4 documents required · 4 mandatory
₹13,810
UPSIDC
₹67.0 L
Kanpur
24 Feb 2021
9 Jul 2019
25 Jul 2019
9 Jul 2019
24 Jul 2019
9 Jul 2019
12 Jul 2019
Amount
Ploughing the existing ground to a depth of 15cm. to 25cm. and watering the same As per DSR 2.29 including cost of all materials, labour, T&P etc. complete.
Construction of Level Pillars average 1.20m height or as directed by the Engineer in charge with brick work in 1:6 cement & coarse sand mortar, plastering with 1:6 cement mortar on road side face & top of pillar, Also including painting to demarcate thickness of each coat of metal including cost of all materials, labour, T&P etc. complete.
Earth work in Filling or in Embankment by ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment in 20cm layers, including dressing and ramming the surface to the required slopes, gradients and levels and also including 1.5m lift & 30m lead. The earth from cutting to be used in making embankment or as a spoil bank with in 30m distance and also including cartage of earth from out side of Industrial Area. (CBR Value of earth to be used for filling should not be less than 8) including cost of all materials, labour, T&P etc. complete.
Preparation and consolidation of Sub Grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth,dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres including cost of all materials, labour, T&P etc. complete.
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density) including cost of all materials, labour, T&P etc. complete..
Construction of granular sub-base grade-VI by providing close graded Material in two layers conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per MORTH specifications clause 401 and direction of Engineer-in-Charge
Same as above item for granular sub-base but for grade-III coarse graded material.
Providing, laying spreadign and compacting graded stone aggregate, grade-II (size range 53 mm to 0.075mm) to wet mix macadam (WMM) in two layers including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per MORTH specifications and directions of Engineer-in-charge.
Providing and laying Primer Coat with bitumen VG-30 on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.60 Kg/Sqm. Using mechanical means.
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers laying with paver finisher equired with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per MORTH specifications to achieve the desired compaction and density complete as per specificatons and directions of Engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Same as above item but for 140mm average thick Dense Graded Bituminous Macadam by ushing bitumen binder of Grade VG-40.
Providing and laying 40mm thick Bituminous Concrete with 100-120 P TPH batch type HMP prouding and average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder of Grade VG-30 @ 5.5 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth, wheeled, vibratory and tandem roller to achieve required compaction as per MORTH specifications clause no-509, including tack coat complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.
Same as above item but for 50mm thick Bituminous Concrete by ushing bitumen binder of Grade VG-40.
20mm thick cement plaster in 1:3 cement coarse sand morar with a floating coat of neat cement complete as per specification and direction of Engineer-in-charge for proper completion of work.
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in. position and binding all complete upto plinth level, Thermo-Mechanically Treated bars, including cost of all materials, labour, T&P etc. complete.
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62
Providing & Fixing 3M USA Brand road pavement marker areas 200 (CAT EYES ) board make of poly Carbonate with economically waked parametric retro reflective lines on both sides for maximum retro reflection in nwet & dry condition with 3M Bitumen adhesive BT-59/9M epoxy as per morth Specifications, Distance 3.0m C/C & as per Direction of Engineer Incharge .
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
same as above but extra for earth work in excavation in all kind of soil for depth exceeding 1.5m but not exceeding 3.0m. including cost of all materials,labour,T&P etc.complete.
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, includingpumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing,retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. M-10 grade plain cement concrete including cost of all materials, labour, T&P etc. complete.
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, includingpumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing,retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. M-15 grade plain cement concrete. including cost of all materials, labour, T&P etc. complete.
Providing and fixing single socketed unplasticised Rigid PVC rain water pipes 110mm diameter conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10mm gap for thermal expansion, including cost of all materials, labour,T&P etc. complete..
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per design mix (DSR 5.37.1) and direction of the Engineer-in-charge including cost of all materials, labour, T&P etc. complete.
Providing and laying HDPE pipes 200mm dia, including cost of all material & including fixing the pipe. This includes jointing of pipes & fittings and testing of joints complete as per direction of Engineer-in-charge including cost of all materials,labour,T&P etc.complete.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete including cost of all materials,labour,T&P etc.complete.
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. including cost of all materials, labour,T&P etc. complete.
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform, including cost of all materials, labour,T&P etc. complete.
Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls . Under 20cm wide including cost of all materials, labour,T&P etc. complete.
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m including cost of all materials, labour, T&P etc. complete.
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. including cost of all materials,labour,T&P etc.complete.
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) including cost of all materials, labour,T&P etc. complete.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. including cost of all materials, labour, T&P etc. complete.
Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. as per manufacturer’s specifications & direction of Engineer-in-charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. including cost of all materials, labour,T&P etc. complete.
Painting walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43ltr/10sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) including cost of all materials, labour,T&P etc. complete.
Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge and as per DSR 5.37.1 All works upto plinth level. including cost of all materials,labour,T&P etc.complete.
Suraj Builders
Raj Shyama Constructions Pvt. Ltd.
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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