Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date26 Jul 2024
Closing Date22 Aug 2024
Tender Amount₹ 5,74,22,000
Costs
EMD
₹ 11,49,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MDAUP_941362_1Tender No
01_662 Dated 23 Jul 2024Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
Providing laying jointing and testing s&s Centrifugally cast Ductile Iron Double chamber class K-9 pressure pipes conforming to is:8329:2000 with restrained joints (boltless) all complete. Dia 450 mm DSR RATE=9861.20X0.7418=7315.14
3156
23086266
7315.04
Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
503.64
2407399
4780
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. RCC Hume pipe NP-3(S&S Type) 450mm Dia DSR RATE =2676.55x0.7418=1985.46
3100
6154926
1985.46
RCC Hume pipe NP-3(S&S Type) 900MM DIA DSR RTAE= 5377.25 X 0.7418 = 3988.84
1628
6493831
3988.84
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including PRECAST RCC COVER HD-20 with frame (heavy duty) 560 mm internal diameter, :
With M-150 class bricks. DSR RATE = 26405.50 x 0.7418 =19587.60
53
1038142
19587.6
Extra for depth for manholes Extra for depth for manholes :Size 120x90cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR RTAE - 10585.50 X 0.7418 = 7852.32
79.5
624259
7852.32
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 0.90x0.80X0.45 m deep including C.I cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of over 23 kg and weight of frame 15 kg)
DSR RTAE -12770.55 X 0.7418 =9473.19
137
1297827
9473.19
Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR RTAE - 8825.40 X 0.7418 =6546.68
205.5
1345342
6546.68
Close timbering in trenches for depth upto 3.00 m BGL & consisiting of 40 mm thick etc including shuttering and shoring complete all direction in charge DSR RTAE -155.30 X 0.7418 =115.20
9300
1071360
115.2
Supply and laying 900 dia of pipe line with trenchless method and other related work
1
3197500
3197500
ROAD WORK
-
-
-
Dismantiling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the engineer in charge within a distance of 60 meter(200 feet)
207
82800
400
Providing, laying, spreading and compacting graded aggregate to Granular Sub-Base with close graded specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site, laying in uniform on well prepared surface and compacting in vibratory roller to achive the desired density. complete as per close 401 (495 Tonne) as per morth
79.35
288722
3638.6
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
69
277380
4020
Providing and applying primer coat using bitumen emulsion conforming to IS:8887, using emulsion @ 1 kg/SQM pressure distributer including preparing the surface & cleaning with mechanical broom. As per morth
345
19665
57
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder VG30 @ 4.5% of mix and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge as per morth
17.25
168118
9746
Providing and applying tack coat with bituminious emulsion slow setting using spray set including cleaning of road surface and spraying primer at the rate of 0.25 kg per sqm with mechanical means
345
4485
13
Providing and laying Semi Dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 % of mix and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
40/50 mm compacted thickness with bitumen of gradeVG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
8.63
96371
11167
Cartage of earth up to 8th Km distance...........
6103.62
1404442
230.1
(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the 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 Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move )
722.42
65017
90
PCC WORK
-
-
-
Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
18.16
86804
4780
RCC WORK
-
-
-
R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5;3 in slab
75.65
552245
7300
STEE WORK M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.
-
-
-
10 mm daimeter
31.18
251497
8066
12 mm daimeter
46.76
373144
7980
16 mm daimeter
25.98
207528
7988
ROLLING SHUTTER
-
-
-
Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3"x5") cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs.
9
14400
1600
providing and fixing top cover for rolling shutters 2.50 meter wide.
1
950
950
Window Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metalsash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
(i) Fixed panels (25KG/SQM)
-
-
-
DSR RATE = 82.45 x .7418 = 61.16
56.25
3440
61.16
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
-
-
-
DSR RATE = 117.35 x .7418 = 87.05
238.13
20729
87.05
DPC
-
-
-
2 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing compound (1 Ltr. to 1 bag of cement of 50 Kg.) as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary.
6.42
1508
235
BRICK WORK IN FOUNDATION
-
-
-
(B) M-150 Brick Work in one cement & four course sand mortar including supply of all materials labour, Tools & plants etc. required for proper completion of the work
14
64400
4600
BRICK WORK IN SUPERSTRUCTURE
-
-
-
(B) M-150 Brick Work in one cement & four course sand mortar including supply of all materials labour, Tools & plants etc. required for proper completion of the work
24.79
119239
4810
PLASTERING
-
-
-
12 mm thick plaster with cement and course sand in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work.
169.64
27142
160
12 mm thick plaster with cement and course sand in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work.
111.5
20070
180
PAINTING
-
-
-
Providing wall putty on New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats
281.13
18835
67
Distempering (two coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
281.13
21928
78
Providing and laying "brick coba" 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cm x cm and side wall parapet shall be mono tythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary Coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T&P etc complete for proper completion of work.
40.5
38475
950
FLOORING
-
-
-
2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1") graded approved stone grit, laid in panels finished with 3 mm. (1/8") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3") thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½") gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
40.5
22275
550
FLOORING STEPS AREA=(0.03+0.15)/2)
12.98
7139
550
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