Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Eprocure
Opening Date14 Feb 2024
Closing Date28 Feb 2024
Tender Amount₹ 65,11,000
Costs
EMD
₹ 1,30,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MDAUP_896822_1Bid Award Id
ViewTender No
01_611 Dated 12 Feb 2024Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
Providing and laying sepreading wet mix Macadam (WMM) to thick including Mechanically compaction etc. complete.(A.R.)
149
598980
4020
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.)
660
37620
57
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 @4.5%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
321618
9746
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.)
660
8580
13
Providing and laying bituminous concrete (BC) with 60-90 TPH hot mix plant using crushed of specified grading premixed with bituminous binder @5.40% 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.)
18
201006
11167
supply and Laying 80mm thick pre cast cement 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
408
310080
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
98
8820
90
Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors,…. work.
22
71500
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)
47
216200
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
194
31040
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
6
33900
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
9
65700
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).AR
8
63840
7980
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
736.2
66258
90
Supply of the following size of pipes including loding unloding & cartage up to the site. (30A) SOR
160
32000
200
Supply of specials for PVC pressuri pipes specials 5% of item no. 20
160
1600
10
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
160
6182
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
3
51450
17150
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
3
4465
1488.35
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.)
3
67262
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.UPJAL NIGAM
754.04
190229
252.28
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.1(B) 1.50-3.00m B.G.L.UPJAL NIGAM
443
140789
317.81
Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors including suppl of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR 22/273
62
181660
2930
Supply of 350 mm dia RCC hume pipes NP-3 class socket and spigot type of standard mark as per direction of E/I. New item SOR - 22/page no - 09
265
288850
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. for sever line UPJAL NIGAM
200
223916
1119.58
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. 3(B) 1.50-3.00m B.G.L. Rate above serial no 30 @ 4.45% Add Extra = 1119-58 +201.52 = 1321.10 (UP Jal Nigam)
200
264220
1321.1
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
48
1763760
36745
Construction of Brick main hole of regulating shift(1.0m*1.2m*3.0m) size -----as per direection of E/I. Subtrucption diffrence (3 - 2.25 Mt. =0.75 Mt.)
16.5
-117916
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. ((UP Jal Nigam))
1092
516363
472.86
dismantling brick work or stone work lime or cement mortar and including stacking of matelials as directed bey the engineer in charge within a distance of 60 meter (200 feet). SI No . 12.02
143
57200
400
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