Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date16 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 67,08,000
Costs
EMD
₹ 1,34,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MDAUP_993741_1Bid Award Id
ViewTender No
5371_1 Dated 09 January 2025Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
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AR - Providing and fixing PVC Pipe confirming to IS Make working pressure 6Kg/cm2 including testing labour T&P and all complete fittings. 110mm dia
90
440
39600
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DSR-2023 Item No/ 16.84 - Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (402.95x.7418=298.90)
128.25
298
38333.93
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(DSR) 2023/ No - 2.6.1 - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil 0.00 Το 1.50M. Depth - (177.50x.7418) =131.669)
2430
131
319958.1
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DSR 13.4.1 -12 mm cement plaster on rough side of single or half brick wall of mix: 1:4(1 CEMENT: 4 Coarse.2 1:6 (1 cement: 6 coarse sand) (357.35x.7418=265.08)
234
265
62028.72
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DSR No. 4.1.8 - Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level : 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived fromnatural sources) - (6812x.7418=5053.14)
31.39
5053
158618.06
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AR- Construction of brick masonary Sewer connecting chamber having internal size 0.60Mx0 60M and depth 1.50M below as per design & drawing including excavation 22.5 cm thick cement concrete in 8 4 1 graded brick bailast 40 mm nominal size, coarse sand and cement, brick work in 1.5 cement and coarse sand quinet in 124 cemen, coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 13 cement & coarce sand mortor Including supply and fixing of FC manhole cover FC foot step complete as per type of design including supply of all materials laour T & P etc. required for proper completion of the work.
8
12249
97993.2
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(AR) - 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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause
350
3425
1198750
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DSR Code 19.6.3 - Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia.RCC. pipe. 0 to 1.5 (0.7418x899.80 = 667.47)
600
667
400482
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(AR) - Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in: Cement mortar 1.6 (1 cement: 6 coarse sand)
59.2
5740
339808
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DSR/2023/ Item no 16.83 - Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.(131.75x0.7418= 97.73)
640
97
62547.2
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(AR) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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.Morth clause 406
146.25
3792
554580
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DSR-2023 Code 16.91.2 - Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, 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 sand, compacting and proper bedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. (1091.50x0.7418= 809.67)
726.75
809
588427.67
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(AR) - Providing and laying dense graded bituminous 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 @ 4.0 to 4.5 per cent by weight of total 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.
32.5
10019
325617.5
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AR - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
650
50
32500
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DSR-2023/ 15.2.1 - Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent design mix) (2434.25X0.7418=1805.73)
299
1805
539913.27
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(AR) - Construction of brick masonary Slab Type manhole having internal size 0.90Mx1.20M and depth 1.50M below as per design & drawing including excavation, 22.5 cm thick cement concrete in 8:4 1 graded brick ballast 40 mm nominal size, coarse sand and cement, brick work in 1:5 cement and coarse sand,quinet in 1:2:4 cemen, coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 1:3 cement & coarce sand mortor. Including supply and fixing of F.C. manhole cover F.C. foot step complete as per type of design. including supply of all materials laour T & Petc. required for proper completion of the work. Analysed
24
24354
584502
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DSR NO 5.1.3 - Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement: 2 coarse sand (zone-ill) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) (8583.40X7418=6367.17)
7.85
6367
49982.28
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