Urban Administration And Development Tender
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Urban Administration And Development Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date4 Jan 2024
Closing Date19 Jan 2024
Tender Amount₹ 1,58,19,975
Costs
EMD
₹ 79,100Document Cost
₹ 12,500Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2023_UAD_311680_3Bid Award Id
ViewTender No
MPGMC/247/23x9/1/S.N./2023-24Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
4.5m to 6m
700
182649
260.93
6m to 7.5m
300
93933
313.11
In or under water and/or liquid mud, including pumping out water as required. (All water that may accumulate in excavations during the progress of the work from seepage, (not due to the negligence of the contractor), shall be bailed, pumped out or otherwise removed. The contractor shall take adequate measures for bailing and/or pumping out water from excavations and/or pumping out water from excavations and construct diversion channels, bunds, sumps, etc) Muddy soil 0 to 1.5m
50
9060
181.2
1.5m to 3m
200
43488
217.44
3m to 4.5m
300
78278
260.93
4.5m to 6m
500
156555
313.11
6m to 7.5m
500
187865
375.73
In or under foul position, including pumping out water required. (Excavation, where sewage, sewage gases or foul conditions are met with from any source, shall fall in this category. Decision of the. Engineer-in-Charge whether the work is in foul position or not shall be final.) Foul position 0 to 1.5m
50
9060
181.2
1.5m to 3m
50
10872
217.44
3m to 4.5m
100
26092
260.93
4.5m to 6m
300
93933
313.11
6m to 7.5m
500
187865
375.73
Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
14000
1246000
89
Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand
760
547200
720
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses
100
42000
420
Granular courses
100
37800
378
Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
300
224700
749
Dismantling of existing structures by manual means comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meter and as per relevant clauses of section-200 in. Removing all type of R.C.C. pipes and stacking within a lead upto 1000 meter including earthwork and dismantling of masonry works around pipes. Up to 600 mm dia
100
16400
164
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 150mm
100
2300
23
200mm
50
1250
25
Dismantling of manhole including R.C.C. top slab, cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps. Circular/ square/ rectangular upto 45 cm deep
5
5670
1134
46 cm to 90 cm deep
5
9220
1844
91 cm to 150 cm deep
5
9445
1889
151 cm to 250cm deep
5
13010
2602
Constructing Brick masonry rectangular manhole in cement mortar 1:4 (1cement:4 fine sand) common Burnt Clay Brick or fly ash bricks, of compressive strength not less than 75 Kgf/ cm2 , 20 cm thick foundation in cement concrete 1:3:6 (Nominal Mix) with stone aggregate 40mm nominal size, inside & outside plastering minimum 12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement and making channels in Cement Concrete 1:2:4 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, including providing and fixing footrest, manhole cover and frame etc. complete. (only excavation as per actual shall be paid separately), Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel. (for reference purpose use Drawing No. 11) Man hole for property connection (House connection) in narrow lanes. Man hole with above specifications having inside size 450x450mm and 900mm deep including SFRC square Man hole Cover and frame (medium Duty) 450mmx 450mm complete.
10
58130
5813
Constructing Brick masonry rectangular manhole in cement
mortar 1:4 (1cement:4 fine sand) common Burnt Clay Brick or
fly ash bricks, of compressive strength not less than 75 Kgf/
cm2 RCC top slab Cement Concrete 1:2:4 (Nominal Mix) with
stone aggregate 20mm nominal size, 20 cm thick foundation in
cement concrete 1:3:6 (Nominal Mix) with stone aggregate
40mm nominal size, inside & outside plastering minimum 12
mm thick with cement mortar 1:3 (1 cement:3 coarse sand)
finished with a floating coat of neat cement and making
channels in Cement Concrete 1:2:4 (Nominal Mix) with stone
aggregate 20mm nominal size including finishing the channel
to shape, including providing and fixing footrest, manhole cover
and frame etc. complete. (only excavation as per actual shall
be paid separately), Depth of manhole shall be considered as
the vertical distance from top of the manhole cover to the
outgoing invert of main drain channel. (for reference purpose
use Drawing No. 11) Man hole with above specifications having inside size 600x450mm and 900mm deep including SFRC rectangular Man hole Cover and frame (medium Duty) 600mm x 450mm complete.
10
58540
5854
Providing, laying and jointing following P.V.C. - U pipes with solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints, cost of jointing materials etc. complete in all respect.110 mm dia.
150
32100
214
Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top, depth of manhole 900 mm, common Burnt Clay Bricks or fly ash bricks of compressive strength not less than 75 Kgf/ cm2 with 1:4 cement mortar (1 cement : 4 coarse sand), inside & outside plastering minimum 12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement. 20 cm thick foundation in cement concrete 1:3:6 (Nominal Mix) with stone aggregate 40mm nominal size, and making channel in cement concrete 1:2:4 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, including providing and fixing footrest, manhole cover and frame etc. complete. (only excavation as per actual shall be paid separately) fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering etc. complete as per standard drawing. Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel. (as per Drawing No. - 13-A)
5
39750
7950
Extra for increasing depth of manhole mentioned above 900mm and up to 1650mm. (only excavation as per actual shall be paid separately)
30
135720
4524
Construction of circular type manhole 1200 mm internal dia. at bottom, 560 mm dia at top, depth of manhole 1660 mm, common Burnt Clay Bricks or fly ash bricks of compressive strength not less than 75 Kgf/ cm2 with 1:4 cement mortar (1 cement : 4 coarse sand), inside & outside plastering minimum 12 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, 25 cm thick foundation in cement concrete 1:3:6 (Nominal Mix) with stone aggregate 40mm nominal size, and making channel in cement concrete 1:2:4 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, including providing and fixing footrest, manhole cover and frame etc. complete. (only excavation as per actual shall be paid separately) fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering etc. complete as per standard drawing. Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel. (as per Drawing No. - 13-B)
20
303940
15197
Extra for increasing depth of manhole mentioned at above 1660 mm and up to 2300 mm . (only excavation as per actual shall be paid separately)
25
155250
6210
Construction of circular type manhole 1500 mm internal dia. at bottom, 560 mm dia at top, depth of manhole 2310 mm in common Burnt Clay Bricks or fly ash bricks of compressive strength not less than 75 Kgf/ cm2 with 1:4 cement mortar (1 cement : 4 coarse sand), inside & outside plastering minimum 12 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, 30 cm thick foundation in cement concrete 1:3:6 (Nominal Mix) with stone aggregate 40mm nominal size, and making channel in cement concrete 1:2:4 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, including providing and fixing footrest, manhole cover and frame etc. complete. (only excavation as per actual shall be paid separately) fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering etc. complete as per standard drawing. Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel. (as per Drawing No. - 14-A)
20
452700
22635
Extra for increasing depth of manhole mentioned at depth 2310 mm and up to 4950 mm (only excavation as per actual shall be paid separately)
15
209415
13961
Extra for increasing depth of manhole mentioned atabove depth 4950 mm and up to 9000mm. (only excavation as per actual shall be paid separately)
5
95400
19080
Making connection of drain or sewer line with existing service lines manhole including breaking into and making good the walls, floors etc. with cement concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size plastered with Cement Mortar 1:3 (1 Cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels etc. complete. For 100 to 200 mm dia pipes
50
24700
494
For 250 to 300 mm dia pipes
20
10860
543
For 350 to 450 mm dia pipes
10
7260
726
Providing, Laying & Jointing of DWC (double wall corrugated) PE Pipes of renowned duly tested inclusive of all cost of inspection charges, transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. 200 mm (Internal Dia.)
150
80700
538
Providing and Laying non-pressure (NP4) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 225 mm
500
289000
578
300 mm
1200
1360800
1134
450 mm
700
1876700
2681
500 mm
500
1473500
2947
Providing, Laying & Jointing fittings for structural wall polyethylene piping systems (pipe with online/offline coupler, bends and elastomeric sealing ring) with no smooth external annular corrugated and smooth internal surfaces (double wall) for non-pressure underground sewerage, drainage. Coupler200mm
30
4320
144
Providing, Laying & Jointing fittings for structural wall polyethylene piping systems (pipe with online/offline coupler, bends and elastomeric sealing ring) with no smooth external annular corrugated and smooth internal surfaces (double wall) for non-pressure underground sewerage, drainage. Seailing Ring 200mm
20
1580
79
Transportation By Mechanical means including loading, unloading and stacking where ever necessary Excavated Earth 1km
500
46435
92.87
2km
500
53825
107.65
3km
500
60810
121.62
4km
700
94794
135.42
5km
1000
148810
148.81
Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam including spreading in uniform thickness ,hand packing, rolling with vibratory roller 8-10 tonnes in stage stoproper grade and camber, applying and booming requisite type of screening /binding materials to fill up to he interstices of coarse aggregate, watering and compacting to the required density and as per relevant clauses of section-404 of specifications Grading- II (53 to 22.4mm)
120
150120
1251
Providing and applying primer coat with cationic bitumen emulsion (SS1 grade)on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75kg/sqm using mechanical /Manual means and as per relevant clauses of section-502.
1000
33000
33
Providing and applying tack coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous /granular surface cleaned with mechanical broom and as per relevant clauses of section-503. 0.40 kg per sqm (Non-bituminous surfaces) granular base not primed
1000
18000
18
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site ,laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete in all respects and as per relevant clauses of section-504. for Grading I ( 80-100mm thickness ) bitumen content 3.3% (VG-30)
50
261550
5231
Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading ,premixed with bituminous binder, transporting the hot mix to work site, laying with a mechanical paver finisher to the required grade ,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per relevant clauses of section-507.(lime or cement will be used as filler). for Grading II ( 30-40 mm thickness ) with PMB-40
50
393300
7866
Providing and laying in position Plain cement concrete (PCC) of
specified grade excluding the cost of centering and shuttering Cement concrete grade M-15 (Nominal Mix) with 20 mm maximumsize of stone aggregate
300
1426500
4755
Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole. SFRC 560 mm dia size
20
640
32
SFRC 450x900 mm size
20
900
45
Making arrangement for dat (plugging of sewer) including all required material such as steel plate, manila rope, gunny bags, earth etc. or by and other plugging device with all required T & P and safety equipment including dewatering. Depth upto 1.5 m 150 mm dia
10
8110
811
200 mm dia
10
8140
814
250 mm dia
20
16360
818
300 mm dia
5
4110
822
Conducting Condition assessment of Existing Sewer System by Collecting ground levels, invert level of sewers, size and type (MOC) of sewers and at every manhole, including depth of manhole and measuring length in between manholes and safety closing the manhole cover, preparation and submission of Drawings in AutoCAD & GIS with all particulars in complete manner as per specification and as directed by the Engineer in charge shall be carried by the Operator, from the nearest Bench mark given by Engineer in charge. (a) Water mains: Alignment using appropriate techniques and its attributes depth of laying diameter and material and location of pipe/appurtenances/meters. (b) Location of manholes and alignment of sewers. (c) Road levels at every inter sections or 50 meters whichever is less. (d) Present condition of available services. 2 KM to 5 km
4
40000
10000
Trenchless Pipe pushing method of suitable dia. hole below natural ground level and pushing MS casing pipe and insertion of carrier pipe and anti corrosive treatment, epoxy painting, PU coating and insulation sheet / spacer including excavation, shoring/ strutting, preparation and maintaining the entry and exit pit, excluding cost of Supply, laying and jointing of MS casing Pipe and carrier Pipe (For Railway and Highway crossings, Nallah crossings) In all type of soil , Moorum 300mm to 600mm
40
499200
12480
Providing, Supplying & laying of following M.S. pipes as per IS specifications with inside & outside epoxy coating as per relevant IS code, duly tested for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading FOR site unloading & stacking etc. complete as per direction of
Engineer-in-Charge. Dia. of pipe 914.00 mm (O. D.) Thickness of pipe :10.00 mm
40
548440
13711
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