Meerut Development Authority Tender

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Meerut Development Authority Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date9 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 26,50,000 
Notes
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Costs

Summary

Laying Of Sewer Line/reapir Of Mainholes From Royal Residency To Lalsana Connecting Road For Madhur Enclave Colony

Description

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BOQ Items

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Supply and laying of Granular Sub-base (G.S.B.) shall be provided by using close graded material, mixing in a Mechanical mix plant, carriage of mixed materials to work site, laying in two uniform layers as lower sub-base (drainage) layer and upper sub- base layer with. Motor Grader and compacting with vibratory power roller to achieve desired density as necessary according to lines, grades and cross-section as directed by the Engineer. (A.R) Morth clause 401

33.75

122802

3638.6

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(SOR) SI No. 273/ PWD No 5.1.1 Concrete with 4 cm. gauge brick ballast, Fine sand oi 1.25 F.M. and cement, in proportion oi 1:2:6:1 in foundalions and under floors, including supply of all materials, labour, Tools & planis etc, required for proper complelion of the work.

10.58

30999

2930

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(SOR) SI No. 5.12/285 As in item 283 above but in lighter beam having spans upto 6 M.

34.61

246077

7110

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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) UP JAL NIGAM 1(A) 0.00-1.5m B.G.L.

528.75

133393

252.28

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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(B) 1.50-3.00m B.G.L.

440.63

140036

317.81

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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including F 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 450 mm dia RCC pipes. DSR 2023 19.35.1 (DSR RATE=2676.55 X 0.74181985.46)

235

466583

1985.46

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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

30

1102350

36745

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Construction of Brick main hole of regulating shift (1.0m*1.2m*3.0m) size -----as per direection of E/I (+/-)

30

214392

7146.43

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M-150 Brick work in foundtion 1:4 one cement & four fine sand including Supply of all materials Labour, tool item (305+310)

7.29

33898

4650

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Gray Heavy Duty Round RCC Manhole Cover, For Sewer, 560 mm dia DSR

10

25960

2596

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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 12dia

4.28

34154

7980

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M.S (Tor steel plain or plain) in plain work such as R.C.C or R.B work including cost of binding wire Sl. No (504).AR 16dia

8.85

70693

7988



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