Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 Dec 2023
Closing Date9 Jan 2024
Tender Amount₹ 20,94,000
Costs
EMD
₹ 42,000Document Cost
₹ 2,350Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MDAUP_874410_1Bid Award Id
ViewTender No
03_588 Dated 23 December 2023Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
Providing and applying primer coat with bitumen emulsion slow setting using spray set including cleaning of road surface and sparying primar at the rate of 0.5 kg per sqm with mechanical means.(A.R.) As pr morth spe
412.5
14891
36.1
Providing and laying bituminous macadam
(BM) with 60-90 TPH hot mix plant producing an average output at 25 cum per hour crushed aggregate of specified grading premixed woth bituminous binder @3.40%transported to site finisher to the required grade, level and sligment and rolled as per clauses,501.6 and 501.7 to achieve the desired completion.(A.R.) As pr morth spec.
41.25
328366
7960.4
Providing and applying tak coat with bitumen emulsion slow setting using spray set including cleaning of road surface and sparying primar at the rate of 0.25 kg per sqm with mechanical means.(A.R.) As pr morth spec.
412.5
7796
18.9
Providing and laying bituminous concrete (BC) with 60-90 TPH hot mix plant using crushed of specified grading premixed with bituminous binder @5.00% transported to site. land over a preiously prepared surface with paver finisher to the required grade, level and alignement and rolled as per clauses,508 to achieve the desired completion.(A.R.) As pr morth spec.
10.32
106512
10321
Excavation in foundation in ordinary soil including dressing Section to the required grade Camber & Side slopes & Conveying the Excavated materials with all Lift & Lead upto 1.50 m and lead up to 30.00 m& Spreading for embankment or stacking as directed etc complete.SOR/22/25
39.6
3564
90
Concrete with 4cm gauge brick ballast ,Fine sand of 1.25 F.M and cement, in proportion of 8:4:1 in foundations and under floors,including supply of all materials, labour,tools & plants etc. required for proper completion of the work.SOR/22/275
8.25
26812
3250
M-150 Brick work in 1:4 (1 cement : 4 coarse sand)in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.SOR/22/ 305(a)
42.35
194810
4600
12mm thick plaster with cement and coarse sand and in 1 : 4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.SOR/22/584a
133.5
21360
160
Cement concrete with 2 cm gauge approved stone grit , approved coarse sand and cement in the proportion of 4:2:1 including supply of all material , labour and T&P etc. required for Proper completion of work as directed by the Engineer-in-charge as per SI. No (279a). (Rates are including all taxes,freight etc but excluding GST). SOR/22
3.35
18927
5650
RCC work Providing and laying in position specified grade of reinforced cement concrete in slab 2 cm gauge including the cost of centering, shuttering, finishing and excluding
reinforcement - All work up to plinth level in :1:1.5:3 (1
cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm
nominal size)SOR/22/284a
12.11
88403
7300
M.S (Tor steel plain or plain) in plain work such as R.C.C or R.B work including cost of binding wire SI. No (504). work for drain slab
-
-
-
B 120
4.74
39938
8425.94
B 160
8.85
74627
8432.43
Exeavation in Foundation in ordinary soil (clay or sand) including
lift upto 1.50m and lead upto 30m. And including filling
watering and ramming of excavated earth into the trenches or into space
between the building and the sides of foundation trenches or into
the plinth and removal and disposal of surplus earth as directed
by the engineers-in-charges upto a distance of 30m from the
foundation trenches. PWD SOR 251
148.5
13365
90
Supply of the following size of pipes including loding unloding &cartage up to the site.
-
-
-
PVC pipe (6 kg/cm2) 110 mm PWD shude. (30A) SOR
110
22000
200
Supply of specials for PVC pressuri pipe
-
-
-
PVC pipe specials 10% of item no.16A
1
2200
2200
Carting &laying and jointing of the foolowing sizes of pipes inclunding lowering them into the trenches including the cost of all jointing material labour T&P etc complete
-
-
-
PVC pipe (6 kg/cm2) 110mm UPJAL NIGAM
110
4250
38.64
Supply of the following size of sluice valves in cluding loding unloding at the site. AS per is 780-1960
-
-
-
sluice valve 110 mm dia UPJAL NIGAM
2
34300
17150
D joint 5" dia PVC
8
4400
550
Socket 5" dia PVC
8
1200
150
GI pipe 110 mm Dia
30
37500
1250
Constructing masonry chamber 0.90x0.90x1.50 mtr inside in brick work in cement morter 1:3 (1 cement ,3 coarse sand) for sluice valve with RCC cover with with frame,footrest and RCC top slab 1:2:4 mix (1 cement ,2 coarse sand 4 graded stone aggreagate 20 mm nominal size) i/c necessary excavation foundation concregate 40 mm nominal size) and inside plastring with cement mortar 1:3 (1 cement ,3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : with common burnt clay F.P.S. (non modular) bricks of class designation 7.5(AR)scour Valve, Air valve, fire Hydrent chambers Masonry type. (A.R.)
2
44841
22420.67
laying of old interlocking tiles SOR item no. 17 page-49
27.5
2337
85
Supplying & Layings of 80mm thick pre cost cement concrete shape interlocking tilesS.I ( as per SOR new item-14/P-48).
27.5
20900
760
SEWER WORK Excavation of earth for sewer line including lift upto 1.50m and lead upto 30m. And including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into main holes and connecting chamber the plinth and removal and disposal of surplus earth as directed by the engineers-in-charges upto a distance of 30m from the. 251(A)
-
-
-
1(A) 0.00-1.5m B.G.L.
123.75
26478
213.97
1(B) 1.50-3.00m B.G.L.
82.5
22011
266.8
Supply of 350 mm dia RCC hume pipes NP-3 class socket and spigot type of standard mark as per direction of E/I
55
59950
1090
Carting and laying of hume pipe NP-3 class & specials from store to the working site to work. Lowering the same into trenches,true to alignment,cauking the joints with with rubber ring, & joint with 1:2 cement mortar below invert level of pipe, coast of all jointing materials,testing etc complete.(A.R.)
-
-
-
3(A) 0.00-1.5m B.G.L.
18.34
10325
563
3(B) 1.50-3.00m B.G.L.
36.67
21965
599
Constructing masonry chamber 1.0x1.2x3 mtr inside in brick work in cement morter 1:3 (1 cement ,3 coarse sand) for sluice valve with RCC cover with with frame,footrest and RCC top slab 1:2:4 mix (1 cement ,2 coarse sand 4 graded stone aggreagate 20 mm nominal size) i/c necessary excavation foundation concregate 40 mm nominal size) and inside plastring with cement mortar 1:3 (1 cement ,3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : with common burnt clay F.P.S. (non modular) bricks of class designation
4
146980
36745
Construction of Brick main hole of regulating shift(1.0m*1.2m*3.0m) size -----as per direection of E/I (+/-)
4
28585
7146.43
Open timbering in trenches for depth up to 3.00 mtr BGL and consisting of 40 mm thick approved country wood plank all complete as per direction of E/I. (Analyzes RATE)
110
36402
330.93
Cement concret 1:6:12 with 4 cm gauge Approved bricks ballast, F/ sand & cement .ITEM NO. 273
2.48
7266
2930
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