Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Jun 2024
Closing Date2 Jul 2024
Tender Amount₹ 32,62,31,916
Costs
EMD
₹ 42,63,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Construction Of 60mtr And 45mtr Wide Peripheral Road In Village Pali And Thapkhera
Description
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Contact
Tender Id
2024_GNIDA_930284_15Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/515 DATED-14.06.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
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construction of embankment with approved material obtained from borrow pits with all lifts and leads transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-2
MORTH-305
129319.45
33465287
258.78
... More
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. 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 lead upto 50 metres.
15695
1302841
83.01
... More
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-18/16.2/P-240 DSR Based
28360.5
271977
9.59
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Granular sub-base with closed graded A, plant mix method Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/GNIDA)
14483.2
60448531
4173.7
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Wet mix macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical specifition clause 406 of Morth/(AR/GNIDA)
17360
82947816
4778.1
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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.
-
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-
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With F.P.S. bricks of class designation 150
9920
1569244
158.19
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Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of cleaned with mechanical 0.25 kg per sqm on the prepared bituminous surface cleaned with mechnical broom. MORTH 503 (ii) (As per CRRI recommandation)
138880
1655449
11.92
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Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of cleaned with mechanical 0.30 kg per sqm on the prepared bituminous surface cleaned with mechnical broom. MORTH 503 (ii) (As per CRRI recommandation)
69440
994380
14.32
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor contral 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 No. 505 complete in all respects. VG-40
-
-
-
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AS per CRRI recommandation
8538.6
97005070
11360.77
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Providing and applying primer coat with VG 10 grade bitumen on prepared surface of granular Base including clearing of road surface and spraying Tack coat at the rate of 1.00 kg/sqm using mechanical means. MORTH 502 B (i) (As per CRRI recommandation)
69440
3562272
51.3
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a 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 No 507 complete in all respects (VG-40)
-
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-
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AS per CRRI recommandation Morth
69440
35666467
513.63
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 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 (Morth 408)
9920
4421344
445.7
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Providing and carting & laying of following dia Roc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.
350mm Np3 pipe (SOR and DSR Based)
704
1024981
1455.94
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Constructing masonry Chamber 90x90x100 cm inside with 75 class designation brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top diameter, 165 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: With F.P.S. bricks DAR
32
368140
11504.38
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Painting with synthitic enamal paint of approved brand and manufacture to give an even shade:
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-
-
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Two or more coats on new work DSR Based
SOR-20/647+648
3571.2
217843
61
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fuliyi 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.
SOR-20/19.01
1632.67
848988
520
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Labour Cess will be paid extra as per applicable
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-
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GST will be paid extra as per applicable
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