Meerut Development Authority Tender
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Meerut Development Authority Tender
Civil And Construction
Building Construction
Eprocure
Opening Date21 Apr 2025
Closing Soon8 May 2025
Tender Amount₹ 79,64,000
Costs
EMD
₹ 1,60,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MDAUP_1030787_1Tender No
13051_1 Dated 17 April 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 laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder 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.
30.1
13128
395178.39
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2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge
502.32
96
48383.46
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4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
125.58
5053
634573.32
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DSR 6.3.1 - Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) With F.P.S.(non modular) bricks 9299.90X.7418=6898.66
199.96
6898
1379456.05
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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)
1603.56
265
425071.68
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23.1- Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil (23.1.1.1-300 mm dia)
30
525
15750.3
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DSR-23.5- Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
7.5
1119
8399.78
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DSR/2023/ 4.1.8 - (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) (6812x.7418=5053.14)
3.32
5053
16776.42
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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).
82.95
265
21988.39
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DSR-5.1.2 - providing and laying position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone -ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources )
2.56
6710
17177.96
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DSR Code No. 5.22.6 - Steel reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo- Mechanically Treated bars of grade Fe-500D or more (467.84X1%X7850)
2
8000
16000
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DSR-19.19- Providing and fixing in position precast R.C.C. manhole cover and frame.19.19.1.2 Square shape 450mm internal dimension.
2
857
1714.22
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SOR-30(A) + 202(A)-Providing and Laying PVC pipe confirming to IS mark working 6kg/cm2 including testing labour and all fitting.
5
625
3125
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DSR NO. 19.35.1 - 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. complete (2676.55X.7418=1985.46)
2.5
1985
4963.65
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(SOR) SI No. 4.05/255 - (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. From the site of work and inclding watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared, including cost of sand.
1.87
380
710.6
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(SOR) SI NO. 10.29- (b) Laying and Consolidation of brick ballas/bats in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200 M distance and blinding etc. Complete
1.87
950
1776.5
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DSR-2023/item no. 2.1.1 - Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: All kinds of soil . rate factor (129.85x0.7418)
310
96
29859.2
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DSR-19.6.5-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.
241
1202
289783.22
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DSR-19.7-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 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse 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. 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
10
9473
94731.9
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DSR N0 .19.8.2.1 - Extra for depth for manholes Extra for depth for 19.8.2. manholes Size Size 120 * 90 cm With common 1 burnt clay F.P.S. (non modular) bricks of class designation 7.5 (10585.50X.7418=7852.323)
5
7852
39261.6
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DSR-23-19.21 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.21.1 For pipes 100 to 250 mm diameter
10
601
6011.9
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UPPWD Plinth Area Rate-Sr. No. 5.5.2 Construction of 250 KLD sewerage wastewater treatment system based on anaerobic treatment which produce effluent of quality. This system reduce the demand of MCD/GROUND WATER more than 50% and zero load on existing sewer line. Miscellaneous item for the STP such as ( earthing power panel, piping/ drain, testing facilities for testing raw and treated effluent etc).
1250
3200
4000000
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UPPWD Plinth Area Rate-Sr. No. 5.9.1-Horticulture operation including 30 cm earth filling, grassing, tree plantation / shrubs and potted plants
401.2
200
80240
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80 litre PVC dustbin of NILKAMAL brand.
10
2550
25500
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