Meerut Development Authority Tender
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Meerut Development Authority Tender
Eprocure
Opening Date28 May 2021
Closing Date3 Jun 2021
Tender Amount₹ 2,50,89,000
Costs
EMD
₹ 12,55,000Document Cost
₹ 5,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MDAUP_589487_1Bid Award Id
ViewTender No
2_239 Dated 24 May 2021Tender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
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Documents
BOQ Items
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(b) 1.5-3.0 M BGL
513
-
285
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Open timbring
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-
-
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(a) 0-3.0 MBGL
540
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325.25
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(A) Supply,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.)
-
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-
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Supply of 250mm dia RCC Humepipe NP2
720
-
326
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Supply of 300mm dia RCC Humepipe NP3
120
-
430
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Carting & Laying
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-
-
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250 mm dia pipe
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-
-
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(I) 0-1.5 MBGL
480
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343
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(II) 1.5-3.0 MBGL
240
-
365
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300 mm dia pipe
-
-
-
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(II) 1.5-3.0 MBGL
120
-
376
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Cement concrete with 4 cm gauge Stone 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
78
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4470
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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.
92
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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, Including cost of cover with frame . complete in all respect as per dir. Of E/I/C.
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-
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(A) (1.0 x 1.20 x 3.0) m.
58
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34195.24
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Addition or subtraction of ht of M.H. of 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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-
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(B) (1.0 x 1.20 x 3.0) m.
15
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6736.43
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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 d
20
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17568.76
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Addition & Subtraction of ht of M.H of diffenternal size brick masonry chamber of 0.750X0.750 ....... design & drawing of M.D.A.
10
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4972.2
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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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-
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110 mm dia. Rs.(200+25.20)
816
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225.2
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Making sewer connection complete in all respect.
192
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344.6
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Part A-Road Work
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-
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Earth work in filling including 8 km. cartage, loading, unloading etc. complete in all respect as per dir of E/I/C.
6132
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230.1
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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.
502
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78
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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.
330
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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, MORTH 406.
172
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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
243
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58.7
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Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.)
1432
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28.1
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Providing & laying tack coat @0.30kg/sqm. Over bituminious surface including cost of bitumin VG-10 GRADE , heating the paint to required tempreture including supply of all material, labour, machines, fuel wood T&P, etc. required for the proper completion of the work.
1432
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12.2
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Providing and laying Bituminous Macadum (BM) on prepared surface with specified graded crushed aggregates & bitumin VG-30 GRADE @3.40% by weight for base / binder course including loading of materials with FE loader, heating of binder aggregate a2d filler in hot mix plant , transporting the mixed material by tippers and laying with paver finisher to required level and grade, rolling by power rollar to achieve the desired density but excluding cost of primmer/ tack coat as per MORT& H Technical Specification clause No.504.
72
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7220.4
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Providing and laying Semi Dense Carpet 25 mm thick (SDC)on prepared surface with bitumin emulsion VG-30 GRADE @5% by weight grade & specified graded crushedd aggregates for base / binder course including loading of materials with FE loader, heating of binder aggregate and filler in hot mix plant , transporting the mixed material by tippers and laying with paver finisher to required level and grade, rolling by power rollar to achieve the desired density but excluding cost of primmer/ tack coat as per MORT& H Technical Specification
36
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8767.5
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Part B-Cement Concrete Road
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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.
857
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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.
306
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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.
245
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5280
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Part C-Interlocking Tiles
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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.
1171
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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,
391
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3318.3
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Supply and laying of 60mm 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 35 MPa and 4.00 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.
3420
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570
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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.
1995
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760
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Part D- Drain and Culvert Work
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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)]
755.3
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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.
121
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3030
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M-150 Brick work in 1:4 ( 1cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
476
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4300
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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.
1272
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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.
37
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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.
24
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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.
33
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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.
1600
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1005
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Construction of Boundary Wall And Gate Wall
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(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the 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-in charge upto a distance of 30 M. from the foundation trenches. (where machine cannot move)
428.64
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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 stone ballast, coarse sand and cement.including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
71.44
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4470
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M-150 Brick Work in 1:4 (One cement & four Coarse sand of mortar in foundation and plinth including supply of all materials labour, Tools & Plants etc. required for proper completion of the work.
217
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4300
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M-150 Brick Work in 1:4 (One cement & four Coarse sand of mortar in superstructure including necessary cutting & moulding of bricks as required thickness for walls of One brick thick, add for extra labour.including supply of all materials labour, Tools & Plants etc. required for proper completion of the work.
379.71
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4505
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12mm thick plaster with 1:4 cement and coarse sand over brick work minimum thickness not to be less than 1cm including supply of all materials, labour, toold & plants etc. required for proper completion of the work.
1862.56
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155
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Finishing wall with water proof cement paint of approved make and quality on new work for each coat of water proof cement paint after the first two coat with two coat to give an even shade. including supply of all materials, labour, Tools & plant etc. required for proper completion of work.
1770
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83
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M.S. or iron work in M.S. Grills/Stair case railling/gates/trusher/ racks etc. etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.
69.3
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6150
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Main Gate
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-
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(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the 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-in charge upto a distance of 30 M. from the foundation trenches. (where machine cannot move)
-
-
-
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(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the 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-in charge upto a distance of 30 M. from the foundation trenches. (where machine cannot move)
2.4
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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 stone ballast, coarse sand and cement.including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
0.4
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4470
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R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in 1:1 ½ :3 (Column and T-Beam) excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & Plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.
3.2
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7170
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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 authorized overlapping shall be measured and including cost of binding wire.
4.4
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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.
840
-
109
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Painting or varnishing work in small areas or new wood work with two coat (upto one square metre of ready mixed priming paint and two coat of approved superior quality ready mixed paint or varnish & for every coat after first coat. including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked.
16
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104
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