Meerut Development Authority Tender
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Meerut Development Authority Tender
Eprocure
Opening Date30 Jun 2021
Closing Date8 Jul 2021
Tender Amount₹ 2,15,78,000
Costs
EMD
₹ 10,79,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Summary
Development Work Of Road,pulia,sewer Line,park,drainage,boundry Wall Gate And Interlocking Tiles At Pmay At Village Sarai Kazi
Description
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Contact
Tender Id
2021_MDAUP_600012_1Bid Award Id
ViewTender No
03_260 Dated 28 June 2021Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
Development Work Of Road,Pulia,Sewer Line,Park,Drainage,Boundry Wall,Gate and Interlocking Tiles at PMAY at Village Sarai Kazi
BOQ Items
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
371
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3318.3
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Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406.
242
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3705.9
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Brick edging on both side of the road of M-150 brick 7cm wide & 11 cm deep laid with mud mortar i/c labour & supply of bricks finished to the required template and in proper alignment and also stacking dressing & ramming the excavated earth as directed byE/I
429
-
58.7
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Part-A Cement Concrete Road 6.0 M And 5.0 M Wide
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-
-
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Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and lead up to 8 km . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, excluding the cost of royalty of earth.
808
-
78
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Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
289
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3030
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Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
289
-
5280
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Part-C Interlocking Tiles
-
-
-
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Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and lead up to 8 km . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, excluding the cost of royalty of earth.
92
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230.1
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401,
29
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3318.3
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Supply of 80mm thick precast cement concrete I-shape interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5mm thickness having plan dimension 200×(160+120mm) of O.P. cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 MPa and 4.50 kg. per including cost of all material, with a blanket layer of 4.00cm. thick fine sand including labour T&P etc. required for proper completion of the work as directed by Engineer-in-charge.
236
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760
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Part-D Drain and Culvert Work
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-
-
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Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation 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-incharges upto a distance of 30m. (100fts.) from the foundation trenches. [PWD Sch.Item No.251(a)]
1126
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90
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Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
181
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3030
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M-150 Brick work in 1:6 ( 1cement : 6 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
917
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3750
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12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.
432
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155
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Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
81
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5280
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R.C.C work with cement , approved coarse sand & 2cm gauge approved slone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement andits bending , but including its fixing and binding the same with 24 B.W. G.G.I binding wire and shuttering tetc and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire . the rate excludes maing of drip course which shall be paid extra.
44
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6840
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M.S (tor steel or plain ) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authories overlaping shall be measured and including cost of binding wire. (For Estimate purpose 12mm dia Bar)
52
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7056
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Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x 750x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S.flats of size 50 mm x 1.6 mm complete,all as per direction of Engineer in charge.
1625
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1005
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Part-C Sewer Work
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Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches.
-
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-
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(a) 0-1.5 MBGL
2621.75
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227
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(b) 1.5-3.0 M BGL
1136.25
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285
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Open timbring
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-
-
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(a) 0-3.0 MBGL
1163
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325.25
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Supply of RCC hume pipe NP2
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-
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(a) 250 mm dia
1100
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326
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(b) 300 mm dia
400
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430
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(A) Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 250 mm dia pipe
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-
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250 mm dia pipe
-
-
-
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(I) 0-1.5 MBGL
725
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343
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(II) 1.5-3.0 MBGL
375
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365
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300 mm dia pipe
-
-
-
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(II) 1.5-3.0 MBGL
400
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376
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Cement concrete with 4 cm gauge brick ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etcc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in the trenches
141
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3030
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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 material, labour, Tools & Plants etc. required for proper completion of the work.
166
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5280
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Construction of Sewer Man hole connection chamber of (1.0 x 1.20 x 3.0) m. internal size including Base concrete of M-20 mix 1:2:4 of 15cm. thick .& P.C.C1:5:10 base conc. thickness 20cm. with B.B.brick work in 1:3 cement & coarse sand mortar as per drawing, R.C.C. slab of(1.21x1.21x0.15)m. size of M-20 mix. Including R/F.upto 0.26 qtls. In each M.H. and also including foot steps of PVC sheethed cast iron 1 Nos. , plastering the walls with 12 cm. thick dedo plaster in 1:3 cement & coarse sand mortar and fixing charges of M.H. cover, excluding cost of cover . complete in all respect as per dir. Of E/I/C. [Analaized Rate]
-
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-
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(A) (1.0 x 1.20 x 3.0) m.
80
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34195.24
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Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete
-
-
-
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(B) (1.0 x 1.20 x 3.0) m.
35
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6736.43
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Construction of brick masonry chamber of 0.750X0.750X1.5 mt ....... design & drawing of M.D.A. (A.R.)
20
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17568.76
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Providing and Fixing following dia P.V.C pipe heavy quality 6kg/Sqm working pressure including supply of all specials clamps with wall cutting etc. and other material labour T&P etc. required for completion of the work.
-
-
-
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110 mm dia. Rs.(200+25.20)
650
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225.2
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Making sewer connection complete in all respect.
72
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344.6
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Construction of Park
-
-
-
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E/work in excavation in ordinary soil/silt including 1.50 m lift & 30m lead (SI no.251(a))
83
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90
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Cement concrete with 4 cm gauge approved stone grit coarse sand & cement in the proportion of 8:4:1 including suply of all materials , labour and tools&plant etc. required for completion of the work. (SI 281)
28
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4470
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M-150 Class B/work in (1:4) cement & C/sand proper comp work (SI no. 305(a))
80
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4300
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M-150 Class Half B/work in (1:4) cement & C/sand proper comp work (SI no. 305(a)+309+310(a)) (Rs. 4300.00+225.00+250.00)
35
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4775
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12 mm th C/Plaster (1:4) cement & c/sand proper comp work in al respect (SI no.584(a))
480
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155
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Finishing wall with water proof cement paint of approved make and quality with 2+1 coat comp work as.
(SI No 660+661) (Rs.56.00+27.00)
600
-
83
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M.S. Grill/staircase railing/gates/truscher/racks etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. (S.I No.502a)
42
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6150
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Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). (DSR horti 2.10.1, 2016) (Rs.10.40x1.10/1.15)
2505
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9.94
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Supplying & Stacking of Selection No.1 doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. (DSR horti 2.35, 2016) (Rs.50.80x1.10/1.15)
210.58
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48.59
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Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). (DSR horti 30.95) (Rs.30.95x1.10/1.15)
390
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29.6
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Park Gate
-
-
-
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E/work in excavation in ordinary soil/silt including 1.50 m lift & 30m lead SI no.251(a)
1.8
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90
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PCC (1:4:8) Cement F/sand & B/ballast Proper comp work SI no. 275
0.6
-
3030
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R.C.C. in coloumn (1:1.5:3) Cement F/sand & s/grite including its fixing and binding the same 24 B.W.G.G.I Proper comp work SI no.289
2.4
-
7170
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M.S. (Tor steel or plain ) in Plain work such as R.C.C. R.B. Work including bending for proper shape and including supply of steel as. S.I. No. 504) ( For 12 mm dia)
1.8
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7056
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Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 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. ( D.S.R 10.15.1)
660
-
109
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Painting or Varnishing work in small area two coat with on previously painted old wood or Iron work of approved make and quality comp work as (SI no 641+642)
12
-
104
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