Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil Works Roads
Eprocure
Opening Date16 Mar 2021
Closing Date6 Apr 2021
Tender AmountRefer Documents
Costs
EMD
₹ 13,96,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_GNIDA_570900_21Bid Award Id
ViewTender No
GM/ENGINEERING/2021/206 DTD. 08.03.2021Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
PreQ_Strength_105M_Surajpur_Kasna
BOQ Items
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On bituminous surface with 5.0kg of bitumen for 10 Sqm
136490.5
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31
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Providing and laying dense graded bitumen macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 60/70 @ 4.25% of mix and filler transporting 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 rollers to achieve the desired compaction as per MORTH specification clause 507 complete in all respects. (MORTH/507) (A.R./GNIDA)
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50mm compacted thickness with bitumen penetration of 60/70 @ 4.25% by weight of total mix.
3268.03
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7225.57
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler transporting 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 rollers to achieve the desired compaction as per MORTH specification clause 509 complete in all respects. (MORTH-509/AR/GNIDA)
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40mm compacted thickness with bitumen penetration of CRMB-55 @ 5% by weight of total mix
71129.96
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337.78
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Providing and laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB-55 @ 5.0 per cent of mix and filler transporting 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 rollers to achieve the desired compaction as per MORTH specification clause 508 complete in all respects. (MORTH/508) (A.R./GNIDA)
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25mm compacted thickness with bitumen penetration of CRMB-55 @ 5% by weight of total mix.
4975.5
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207.11
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Providing and laying 40mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 1000C producing 1mm to 4mm over mastic surface, all complete as per MORTH clause-515 (AR/GNIDA)
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40mm thick with bitumen grade VG-40
9446.81
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782.28
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Providing and applying 2.5mm thick road marking strips (retro-reflective) 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-13/16.62/P-273)
4040.13
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529.4
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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.
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Nominal concrete 1:3:6 or richer mix (including equivalent design mix). (DSR-13/15.2.1/P-248)
18.49
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806.35
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Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
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In cement mortar (DSR-13/15.7.4/P-248)
32.29
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681
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
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Depth from 0.0 to 1.5 M below G.L.
629.51
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109.26
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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 upto 50m and lift upto 1.5m. (AR/GNIDA)
94.43
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54.03
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Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
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Lead upto 1.0 Km.
80.26
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59.91
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
125.91
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3920.65
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Brick work with bricks of class designation 150 in foundation and plinth in:
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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
257.4
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4646.5
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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
1119.12
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142.25
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (DSR-13/4.1.3/P-85)
43.23
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4921.7
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Precast R.C.C. perforated slab (DSR-13/Code No. 7762/P-42)
3069
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800
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Providing and fixing post delineators made of ABS round body fitted with 2 Nos 100mm dia high reflective reflectors and mounted on MS pipe of 65mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. (DSR-13/16.65/P-274)
24
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591.1
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Providing and fixing of glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The glow stud shall support a load of 13635 Kg. tested in accordance with ASTM D4280. The slope of retro reflective surface shall be 35 (+/-5) degree to base.
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The reflective panels on both side with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. (DSR-13/16.50/P-269)
2952
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240
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Add labour cess @ 1% on all above items
69090646.61
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0.01
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