Meerut Development Authority Tender

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Meerut Development Authority Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date4 Jan 2022
Closing Date11 Jan 2022
Tender Amount₹ 7,70,000 
Notes
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Costs

Description

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BOQ Items

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Concrete with 4cm guage brick ballast, Fine sand of 1.25 F M and cement in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc required for proper completion of the work S.I No 273

11.33

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2740

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Cement Concrete with 2 cm gauge approved stone grit coarse sand & cement in the proportion of 4.2:1 including supply of all mat/vial?, labor T&P etc. required for proper 3.05 completion of the work S.I No 279(a)

7.08

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5280

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Supply of RCC hume pipes NP2 class Socket and spigot type 250 mm dia Approved Rota of Bond No 1607/G.N/EE/SE/CE/MDA Date 03.01.19

190.8

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326

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Carting of 250 mm dia R.C.C. Hume pipes (NP-,class) and specials from store to the site of work. Lowering the same into treanches in depth up to 1.5 m below ground level true to alignment, chaulking the joints with necessary spun yam soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation or earth below invert level of pipe cost of all jointing materials, testing etc, complete but excluding of excavation and refilling of treanches from ground level to the invert level of pipes

190.8

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310.9

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Construction of Man Hole of (1.00 X1.20 X3.00) m. internal size including base concrete of M-20 mix 1.2:4 of 15cm thick & PCC. 1:5:10 bases conc. Thickness 20 cm, eith B.B brick work in 1:3 cement & coarse sand mortar as per drawing, R.C.0 slab of (1.21X1.21X0.15) m size of M-20 mix including R/F upto 0.26 atls. in each M.H and also including foot steps of PVC sheethed cast iron 1 No.s plastering the walls with 12mm. thick dado plaster in 1:3 cement & coarse sand mortar a'nd fixing charges of M. H cover, Including cost of cover complete in all respect as per dir of E/C

14

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34195.24

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Construction of Manhole regulating shaft (1.00X1.20)m size including EN in excavation, brick 4.20 RM work in 1:3 cement & coarse sand mortar, 3 nos. PVC sheathed cast iron foot steps in per meter length. Plastering the wall surface with 12 mm thick dado plaster in 1.3 cement & coarse sand mortar completer in all respect as per direction of E/C

4.2

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6736.43

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Excavation for pipe laying in ordinary soil including, lift up to 1.5m and lead up to 30m. And including refilling the excavated trench, watering, ramming & removal of stgplus earth from the site with in a distance of 50 m. As dir. by E/C S.I.No 251 (a) SOR 20

135

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90

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Supply of PVC pipes 110 mm dia 6kg/sqcm pressure up to the site A-110 mm. Dia pipe S.I.No 30 (A)

270

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200

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Laying, Jointing, testing & Commissioning of PVC Pipe including all Complete A-110 mm Dia Approved Rota of Bond No 1607/G.N/EE/SE/CE/MDA Date 03.01.19

270

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25.95



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