Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date22 Jul 2023
Closing Date18 Aug 2023
Tender AmountRefer Documents
Costs
EMD
₹ 8,24,000Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_UPHDB_823222_1Bid Award Id
ViewTender No
1696/SE/Meerut/G-12/55 Dated 17.07.2023Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-
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Documents
BOQ Items
... More
Cartage of excavated earth or flyash when added to schedule item no. 253 upto 1 Km. (Same Quantity as Item No 2)
30247.81
3045954
100.7
... More
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead upto 50 mtrs.
5731
467076
81.5
... More
Sub-Base and Base Courses
Granular Sub Base
Construction of Granular subbase by providing close graded material (53mm-9.5mm=50%, 9.5mm-2.36mm 20% & 2.36mm below 30%) mixing in a machanical mix plant at OMC, Carriage of mix materials to work site, spreading in uniform layers with mortar grader on prepared surface and compacting with vibratory power roller to achieve the desire dencity complete as per clouse 401. MORT&H 401
1053.07
3606764
3425
... More
WMM
Providing, Laying, spreading and compacting graded stone aggregate(45 mm to 22.4 mm -30%,22.4 mm to 2.36 mm -40% & 2.36 mm to 75 micron-30%) to wet mix macaham specifacation including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT & H (S.I.NO.-406)
3175.57
12041761
3792
... More
Bituminous work
Prime coat
Providing and applying primer coat with 60/70 bitumen emulsion on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means including supply of all materials, labour, T&P etc. required for proper comletion of the work as per clause 502 of MOSRT&H specifications and as per direction of the Engineer-in-charge.
6017.55
300877
50
... More
Tack Coat
Providing and applying tack coat with bitumen emulsion slow type using emulsion pressure distributor at the rate of 0.35 kg. per sqm on the prepared bitumeneous / granular surface cleaned with mechanical broom including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 503 of MORT&H specification and as per dierction of the Engineer in charge.
6017.55
75219
12.5
... More
Dense Graded Bituminous Macadem
Providing and laying dense graded bituminous macadam with 100-120 tonnes per hour batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregated of specified grading-I, premixed with 60/70 bituminous binder @ 4.25 percent by weight of total mix and hydrated lime filler @ 2% of total weight of aggregates, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled (8-10 tonnes roller for initial brake down rolling, vibratory roller (8 tonnes) for intermediate rolling and finish with tandem rollers (6-8 tonnes) to achieve the desired compaction, including supply of all materials, labour T& P etc. required for proper completion of the work as per Clause-507 of MORT & H Specifications and as per direction of the Engineer-in-charge.
240.7
2411573
10019
... More
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 tonnes per hour batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregated of specified grading-II, premixed with 60/70 bituminous binder @ 5.0 percent by weight of total mix and hydrated lime filler @ 2% of weight of aggregates, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled (8-10 tonnes) roller for initial brake down rolling, vibratory roller (8 tonnes) for intermediate rolling and finish rolling with tandem rollers) 6-8 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per Clause - 509 of MORT & H Specifications and as per direction of the Engineer-in-charge.
150.44
1779855
11831
... More
Tiles
Supply and laying of 80mm thick pre cast concrete I-shape interlocking paver blocks ISI Mark confirming to IS:15658-2006 with top layer of minimum 5mm thickness having plan dimension 200X(160+120mm) of O.P cement, smooth heigh glow finish, skid resistent, manufactur from rubbe mold through vibro compressin mechanism. The compressive strength of concrete paver block shall not be than 40 MPa. & weight 4.5Kg per including cost of material with a blanket layer of 4.00cm thick fine sand including labour, T&P etc. required for proper complition of the work as directed by Engineer-in charge.
923.58
701920
760
... More
Site Clearance (L.S.)
1
45000
45000
... More
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 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 works SI.No -279A
23.09
130458
5650
... More
Drain
CK Type Drain
Excavation in foundation in ordinary soil (loam clay or sand) i/c lift upto 1.5m and lead upto 30.0m and including filling, watering and ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge within a lead of 30.0M from the foundation Trenches. (S.I No 251)
731.14
65802
90
... More
Cement Concrete with 4cm gauge approved stone grit, coarse sand & Cement in the proportion of 8:4:1 including supply of all material, Labour, Tool & Plants etc requried for proper complition of the work (S.I. No. 281)
151.75
725341
4780
... More
Class M-150 Class Brick work in 1:6 Cement & Course Sand of 1.5 to 2.00 FM mortar in foundation and plinth including supply of all mateials, T & P etc. required for proper completion of the Work. {S.I No303+(305a-305)}
386.26
1610704
4170
... More
M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials labour and Tools and Plants etc. required for proper completion of the work.
634.57
301420
475
... More
Struck Pointing with Cement mortar Consisting 1 Part Cement and 2 Part of fine sand of 1.25 Finess Modulues (S.I.No 574)
1269.14
184025
145
... More
Flush Pointing with Cement mortar Consisting 1 Part Cement and 2 Part of fine sand of 1.25 Finess Modulues (S.I.No 574-575)
1682.99
213739
127
... More
C 1 Type Drain
Excavation in foundation in ordinary soil (loam clay or sand) i/c lift upto 1.5m and lead upto 30.0m and including filling, watering and ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge within a lead of 30.0M from the foundation Trenches. (S.I No 251)
65.41
5886
90
... More
Cement Concrete with 4cm gauge approved stone grit, coarse sand & Cement in the proportion of 8:4:1 including supply of all material, Labour, Tool & Plants etc requried for proper complition of the work (S.I. No. 281)
12.66
60514
4780
... More
Class M-150 Class Brick work in 1:6 Cement & Course Sand of 1.5 to 2.00 FM mortar in foundation and plinth including supply of all mateials, T & P etc. required for proper completion of the Work. {S.I No303+(305a-305)}
33.76
140779
4170
... More
M-150 Brick on edge payement with bricks laid dry joints filled with fine sand i/c preparation of baseto proper shape and its ramning spreading layer of 1cm (3/8") depth of fine sand over the sub base and i/c supply of all materials labour and T&P etc. required for proper completion of the work.
(S.I No 615)
48.53
23051
475
... More
Struck Pointing with Cement mortar Consisting 1 Part Cement and 2 Part of fine sand of 1.25 Finess Modulues (S.I.No 574)
97.06
14073
145
... More
Flush Pointing with Cement mortar Consisting 1 Part Cement and 2 Part of fine sand of 1.25 Finess Modulues (S.I.No 574-575)
145.59
18489
127
... More
C 2 Type Drain
Excavation in foundation in ordinary soil (loam clay or sand) i/c lift upto 1.5m and lead upto 30.0m and including filling, watering and ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge within a lead of 30.0M from the foundation Trenches. (S.I No 251)
140.42
12637
90
... More
Cement Concrete with 4cm gauge approved stone grit, coarse sand & Cement in the proportion of 8:4:1 including supply of all material, Labour, Tool & Plants etc requried for proper complition of the work (S.I. No. 281)
28.91
138189
4780
... More
Class M-150 Class Brick work in 1:6 Cement & Course Sand of 1.5 to 2.00 FM mortar in foundation and plinth including supply of all mateials, T & P etc. required for proper completion of the Work. {S.I No303+(305a-305)}
66.08
275553
4170
... More
M-150 Brick on edge payement on patries with bricks laid dry joints filled with fine sand i/c preparation of baseto proper shape and its ramning spreading layer of 1cm (3/8") depth of fine sand over the sub base and i/c supply of all materials labour and T&P etc. required for proper completion of the work.
(S.I No 763)
123.9
55755
450
... More
Struck Pointing with Cement mortar Consisting 1 Part Cement and 2 Part of fine sand of 1.25 Finess Modulues (S.I.No 574)
189.98
27547
145
... More
Flush Pointing with Cement mortar Consisting 1 Part Cement and 2 Part of fine sand of 1.25 Finess Modulues (S.I.No 574-575)
313.88
39862
127
... More
Culvert
Excavation in foundation in ordinary soil (loam clay or sand) i/c lift upto 1.5m and lead upto 30.0m and including filling, watering and ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge within a lead of 30.0M from the foundation Trenches. (S.I No 251)
69.7
6273
90
... More
Concret with 4cm gauge Stone ballast, Coarse sand of 2.2 to 3.6 Fm and cement in proportion of 8:4:1 in Foundation and under floors i/c supply of all material, Labour, Tool & Plants etc requried for proper complition of the work (S.I. No. 281)
17.42
83267
4780
... More
Class M-150 Class Brick work in 1:6 Cement & Course Sand of 1.5 to 2.00 FM mortar in foundation and plinth including supply of all mateials, T & P etc. required for proper completion of the Work. {S.I No 303+(305a-305)}
37.92
158126
4170
... More
M.S. (Tor Steel of plain) in plain work such as R.C.C. or R.B. work (when not includied in an over all rates) 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 etc complete. (S.I No 504)
23.99
226273
9432
... More
R.C.C. work with cement and approved coarse sand of 2.2 to 3.6 F.M. and 20mm graded stone grit in 1:1½:3 in Slab 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 water proofing material as direction or E.I. including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. Required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. (S.I No 284A)
19.73
144029
7300
... More
Flush Pointing with Cement mortar Consisting 1 Part Cement and 2 Part of fine sand of 1.25 Finess Modulues. (S.I.No 574-575)
59.4
7543
127
... More
P.C.C Flooring with 2cm gauge stone grit, Approved coarse sand and cement in proportion 4:2:1 laid in pannels i/c supply of all material labour T&P etc Required for proper completion of the work
(S.I.No 279 A)
0.57
3220
5650
... More
Sewer
Excavation of earth below ground level for laying of sewer, construction of manholes, shaft, gully pits etc. in ordinary soil (Loam clay or sand). Including dressing leveling refilling of trenches in 20cm. layer watering and ramming the same, including disposel of surplus excavted earth as directed by the Engineer- in- charge with in a lead of 50 m. 0.00 To 1.50M. Depth
4085
875252
214.26
... More
1.50M To 3.00M. Depth
347.74
93844
269.87
... More
Providing and fixing Open timbering in trenches for the depth upto 3M below ground level. consisting by 40mm thick approved country wood planks for poling boards 125mm x 75mm. India sal wood wallers and 100mm dia sal ballies for strut at 1.50M. Including removal after laying of sewer. (Both sides of trenches will be taken as one side for the purpose of payments and measurements. Example :- Area = Length x Depth of Trenches) Dismentled timbering materials will be property of the contractor.
0.00M To 3.00M. Depth
2252.51
829576
368.29
... More
Supply of following dia R.C.C hume pipe of NP-3 class ISI marked tested. Including rubber ring for jointing the pipe. Including all taxes, charges, cartage , loading unloading stacking etc up to the store of work. (MR)
250mm
2260.5
926805
410
... More
Laying and Carting of the following size RCC hume pipe NP-3 and special from store to site of work lowering the same in trenches placing in position true to alignment and gradient makes in the joint with rubber ring filling the joint with necessary spun yarn soaked in bitumen and 1:2 cement and coarse sand mortor including excavation of earth work below invert of sewer for jointing materials etc. but excluding excavation and refilling of the trenches from ground level to invert level of the pipe.
250mm ( DEPTH 0.00M - 1.50M) NP-3 Class
1007
359045
356.55
... More
250mm ( DEPTH 1.50M - 3.00M) NP-3 Class
1142.5
433635
379.55
... More
Construction of brick masonary Slab Type manhole having internal size 0.90Mx1.20M and depth 1.50M below as per design & drawing including excavation , 22.5 cm thick cement concrete in 8 : 4 : 1 graded brick ballast 40 mm nominal size, coarse sand and cement, brick work in 1:5 cement and coarse sand,quinet in 1:2:4 cemen,coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 1:3 cement & coarce sand mortor. Including supply and fixing of F.C. manhole cover F.C. foot step complete as per type of design. including supply of all materials laour T & P etc. required for proper completion of the work.
65
1696590
26101.39
... More
Construction of brick masonary Sewer connecting chamber having internal size 0.60Mx0.60M and depth 1.50M below as per design & drawing including excavation , 22.5 cm thick cement concrete in 8 : 4 : 1 graded brick ballast 40 mm nominal size, coarse sand and cement, brick work in 1:5 cement and coarse sand,quinet in 1:2:4 cemen,coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 1:3 cement & coarce sand mortor. Including supply and fixing of F.C. manhole cover F.C. foot step complete as per type of design. including supply of all materials laour T & P etc. required for proper completion of the work.
95
1303278
13718.72
... More
Same as above Item No-6 but for regulating shaft manhole size 1.00M depth.
60.71
-490436
8078.34
... More
Same as above Item No-7 but for regulating shaft Chamber size 1.00M depth.
55.71
-308610
5539.58
... More
Water Supply
Excavation for pipe line in all type of soil (loam, elay or sand) with lift upto 1.50 m and lead upto 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal, disposal of surplus earth within 50 m. (Analysed)
1450.68
295213
203.5
... More
Supply of following size ISI marked P.V.C. Pipe including collar pressure 6 kg/cm2 & class-III of "Approved make by U.P Housing Board" confirming to I.S. code 4985/2000 or its latest amendmenis including cartage, loading, unloading and stacking at site store complete. (MR)
100mm I. dia P.V.C.pipe
1884
376800
200
... More
Carting form store, laying, Jointing (Including cost of Jointing Material like solvent cement etc.) Fixing & tensting of diffrent dia (I.D) P.V.C pipes in trenches outside the building (excluding cost of excavation) etc. complete payment shall be made for fittings saperately (Analysed)
100mm I. dia P.V.C.pipe
1884
64056
34
... More
Supply of I.S.I. mark specials for different type of pipes. Qty. as per chart attached. (MR)
C.I Flange Tee (i) 300x300x100 mm
2
45400
22700
... More
C.I Flange tail piece
(i) 100 mm dia
6
42000
7000
... More
C.I.D. Joint
(i) 300 mm dia
4
11200
2800
... More
(ii) 100 mm dia
4
7940
1985
... More
Supply of necessary P.V.C fitting for 6kg/cm2 pressure class III like Tee, Socket bend P.V.C Tail Piece etc. (MR)
10% of item no 2
188.4
37680
200
... More
Supply and fixing C.I. sluice valves (with cap) complete with bolt, nuts, rubber insertions etc. Class II, 100mm dia (SI No. 21, Page-85, SOR Aligarh 2022) Class-II
100 mm dia
4
14800
3700
... More
Supply of I.S.I marked Flanged double air valve of approved quality in/c cartage loading & unloading and i/c all taxes etc complete. ( MR)
2
19600
9800
... More
Constructing masonry chamber brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), I/c necessary excavation, foundation concrete 1:4:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size and inside piastering 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. (SI No. 19, Page-85, SOR Aligarh 2022)
90x90x100 cm (inside)
6
66000
11000
... More
Gate
M.S. or iron work of heavy size and Section such as M.S. Grills, stair case railing, record racks etc. wrought to required form and including rivetting, welding, where necessary also including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. {S.I.No. 503 sor -2022 }
7.98
49077
6150
... More
Painting and Varnishing on new iron work with one coat of ready mixed priming paint and two coat of approved superior quality ready mixed paint and varnish i/c supply of all material, labour and T& P etc, required for proper completion of work.
(S.I.No. 642+641) SOR-2022
10.92
1135
104
... More
Park
Excavation in foundation in ordinary soil loam clay or sand including lift upto 1.5m and lead upto 30.0m and including filling, watering and ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge within a lead of 30.0M from the foundation Trenches. (S.I. No.251a)
247.13
22241
90
... More
Cement Concrete with 4 cm gauge stone ballast Coarse sand of 2.20 to 3.60 FM and cement in proportion 8:4:1 in Foundation and under floors i/c supply of all materials labour and T&P etc. required for proper completion of the work. (S.I.No. 281)
41.19
196888
4780
... More
M-150 Class Brick work in 1:6 Cement & Coarse Sand of FM 1.5 to 2.0 mortar in foundation and plinth including supply of all mateials, T & P etc. required for proper completion of the Work. {S.I. No. 303+(305(a)-305)}
178.04
742426
4170
... More
Cast cement conc., doors sills, chaukhats, boundry posts shelves and similar small work with cement, coarse sand of F.M. 2.20-3.60 and 20 mm graded stone grit in proportion 1:2:4 excluding supply of reinfordcement and its binding but including fixing and binding the same with 24 BW G.G.I. binding wire, including supply of all material labours, Tools and plants etc. required for proper completion of the work.
{S.No. (282)}
19
117230
6170
... More
M-150 Class Brick work in 1:6 Cement & Coarse Sand of FM 1.5 to 2.0 mortar in super structure including necessary cutting and moulding of bricks as required thickness of walls not to be less than one brick thick wall & including supply of all mateials, T & P etc. required for proper completion of the Work. {S.I. No. 303+309+310+(305(a)-305)}
74.94
345473
4610
... More
Same as above but brick work in 1:4 cement, coarse sand mortar in half brick thick wall. (S.I. No. 305 A)
45.17
207782
4600
... More
M.S. or iron work in M.S. Grills, stair case railing, record racks etc. wrought to required form and including rivetting, welding, where necessary also including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. {S.I.No. 502 (a)}
36.27
223060
6150
... More
12 mm thick plaster with cement & Coarse sand of 1.50 to 1.80 F.M. mortar in proportion 1:4 over brick work minimum thickness not to be less than 1 cm including supply of all materials, labour and T&P etc. required for proper completion of work. {S.I.No. 584(A)}
2163.44
346150
160
... More
Finishing Wall with approved make & quality on new work with two coat of weather Coat to give even shade including preparing surface by the throughly cleaning and sand papering & including supply of all materials, labour & T&P etc, required for proper completion of the work. (S.I.No.15.22 New Item)
2163.44
179565
83
... More
Painting and Varnishing on new iron work with one coat of ready mixed priming paint and two coat of approved superior quality ready mixed paint and varnish i/c supply of all material, labour and T& P etc, required for proper completion of work. (S.I.No. 642+641)
203.28
21141
104
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