Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Jan 2024
Closing Date13 Feb 2024
Tender Amount₹ 90,77,000
Costs
EMD
₹ 1,82,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MDAUP_885327_1Bid Award Id
ViewTender No
01_600 Dated 20 January 2024Tender 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.)
666
24042
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.)
33.3
265081
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.)
666
12587
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.)
16.65
171844
10321
Road Marking thermoplastic compound with
reflectorising Glass Beds on Bituminius surface
,Providing and laying of Hot applied
thermoplastic compund 2.5 mm thick including
reflectorising. New item-7 SOR 22
54.75
33945
620
supply and Laying 80mm thick pre cast cement
concrete I shape Interlocking Paver block with
isi mark confiring to is : 15658-2006 with top
Layersof minimum 5 mm thickness having Plain
dimension 200x(160+120) mm of OPC smooth
High Gloss Vibro Compression mechanisim.SOR/22/New item-014
1353
1028280
760
PART (B) DRAIN WORK
-
-
-
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/22/251
197.1
17739
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
80.3
260975
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)
229.95
1057770
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
657
105120
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
18.25
103112
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
13.44
98112
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
-
-
-
cross bar 12Ø
5.99
50471
8425.94
main bar 16Ø
10.62
89552
8432.43
PART (C) WATER LINE WORK
-
-
-
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
492.75
44347
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
365
73000
200
Supply of specials for PVC pressuri pipes
-
-
-
PVC pipe specials 5% of item no. 18A
3650
3650
1
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
365
14103
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
8
137200
17150
Supply of scour Valve 110 mm dia UPJAL NIGAM
8
137200
17150
Supply of fire Hydrant 80 mm dia UPJAL NIGAM
8
73160
9145
Carting & laying and jointing of the foolowing sizes of sluice valves inclunding lowering them into the trenches including the cost of all jointing material labour T&P etc complete. Sluice valv 200 mm dia.
-
-
-
sluice valve 110 mm dia UPJAL NIGAM
8
11906
1488.35
Supply of scour Valve 110 mm dia UPJAL NIGAM
8
11906
1488.35
fire Hydrant 80 mm dia UPJAL NIGAM
8
8852
1106.55
D joint 5" dia PVC
50
27500
550
Socket 5" dia PVC
50
7500
150
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.)
5
112103
22420.67
PART (D) SEWER LINE WORK
-
-
-
Excavation of earth of 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.
821.25
175722
213.97
1(B) 1.50-3.00m B.G.L.
547.5
146073
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
365
397850
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.
121.67
68500
563
3(B) 1.50-3.00m B.G.L.
243.33
145754
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
27
992115
36745
Construction of Brick main hole of regulating shift(1.0m*1.2m*3.0m) size -----as per direection of E/I
27
-192953
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)
730
241578
330.93
Cement Concrete with 4 cm gauge approved stone grit,
coarsesand &cemenl in the proportion of 8:4:1 including
supply of all male als, labour, Tools & plants etc.
required for proper completion of the work.
82.13
392581
4780
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