Meerut Development Authority Tender

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Meerut Development Authority Tender

Works
Pipes and Pipe Related Activities
Eprocure
Opening Date14 Dec 2021
Closing Date21 Dec 2021
Tender Amount₹ 5,04,34,000 
Notes
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Costs

Description

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Documents
Laying Of S.T.P Sewer Line,Pumping Station and construction of Road from Baghpat road to Vedvyaspuri
Laying Of S.T.P Sewer Line,Pumping Station and construction of Road from Baghpat road to Vedvyaspuri
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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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1.50 m - 3.00 m B.G.L.

3143.5

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285

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Providing and Laying Double Flanged(Screwed/Welded) Centrifugally (Spun) 450 mm dia Ductile Iron Double Flanged Pipes Of Class K-9 CONFORMING TO IS:8329:

3750

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7367

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Supply of RCC Hume pipe NP-3(S&S Type) 450MM DIA

3032

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1493

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Supply of RCC Hume pipe NP-3(S&S Type) 900MM DIA

1085

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4154

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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.

420

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4470

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Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work

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-

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450 mm. Dia hume pipe NP-3

3032

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170

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900 mm. Dia hume pipe NP-3

1085

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360

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Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work,

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-

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(i) 350 to 600 mm dia

1025

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500

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(ii) 800 to 1000 mm dia

365

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700

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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.

40

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12473.15

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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

60

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5788

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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 nominalsize), 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 90x80 cm and 45 cm deep including PRE CAST RCC COVER WITH FRAME MD-10 SIZE 500X500 MM dimensions, ) : 19.7.1.1 With M-150 class bricks

100

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6960.68

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Details of cost for one metre MATERIAL Brick work with bricks of class designation 7.5 in cement mortar

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Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

150

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4835

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Close timbering in trenches for depth upto 3.00 m BGL& consisting of 40 mm thick etc. including strutting and shoring complete all in direction in charge

1080

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109.63

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Part-2 ROAD WORK

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Cutting and make as good of road as per prescribed by PWD.......

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135

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4030

135

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4335

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MESTIC CONC

135

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5820

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Cartage of erath up to 8th Km distance. [PWD Sch. Item No.231(a)]

4592.32

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230.1

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EARTH WORK

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Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches.

705.67

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90

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Cleaning jungle including up rooting of rank, getations grass, brush, wood trees and samplings of grith up to 30 cms measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m out side the priphery of area cleaned.

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PCC WORK

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Concrete with 4 cm gauge approved stone ballast, coarse sand & cement, in the proportion of 6:3:1inclucing supply of all materials, labour, tools & plants etc. required proper completion of the works.

16.76

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4730

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RCC WORK

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R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:2:4, (1cement :25coarse sand:4 aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-20

27.67

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5950

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STEEL WORK

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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.

-

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-

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10 mm daimeter

12

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7118

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12 mm daimeter

16.5

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7056

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16 mm daimeter

9.5

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7049

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ROLLING SHUTTER

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Supplying and fixing rolling SHUTTERS 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

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1550

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WINDOW

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-

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MS or Iron work of small size and section such as holding down bolts haold fass, tie roads grating etc wrought or to required from including supply of steel bolts nuts wastage etc and their fixing required of proper completion of work above but steel Z Section window excluding Glass panes. (i) Fixed panels

52.5

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63.5

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M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.but in M.S. Grills / Stair case railing / gates / trusher / racks etc.

3.58

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6150

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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.

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6.42

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220

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BRICK WORK IN FOUNDATION

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(B) M-150 Brick Work in one white lime & Three Surkhi mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work in CM but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar

14

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3930

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BRICK WORK IN SUPERSTRUCTURE

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M-150 brick work in 1:4 1 cement 4 fine sand of 1.2 FM mortor As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. SI 305+309

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4150+225

24.79

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4375

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PLASTERING

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12 mm thick plaster As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:6.

169.64

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135

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12 mm thick plaster As per Item No. 584 but with 1:4 cement and Corse sand

111.5

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155

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PAINTING

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Distempering (first 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

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52

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As in item (649) above but for every coat after the first coat.

281.13

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26

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As in item (649) above but for every coat after the previous coat or subsequent coat.

281.13

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29

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BRICK COBA CONTROL ROOM

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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

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910

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FLOORING

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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

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500



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