Urban Administration And Development Tender
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Urban Administration And Development Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date9 May 2024
Closing Date24 May 2024
Tender Amount₹ 3,68,62,087
Costs
EMD
₹ 1,84,310Document Cost
₹ 15,000Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2024_UAD_329343_2Bid Award Id
ViewTender No
MPGMC/264/24x9/1/S.N./2023-24Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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Ordinary rock 0 to 1.5m
3000
783000
261
... More
1.5m to 3m
2500
783000
313.2
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Hard rock 0 to 1.5m
1500
607500
405
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1.5m to 3m
1000
486000
486
... More
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
100
18120
181.2
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1.5m to 3m
150
32616
217.44
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3m to 4.5m
100
26092
260.93
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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
300
54360
181.2
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1.5m to 3m
100
21744
217.44
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3m to 4.5m
100
26092
260.93
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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.
22000
1958000
89
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Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand
400
288000
720
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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
1000
420000
420
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Granular courses
4000
1512000
378
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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.
1500
1123500
749
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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
200
33000
165
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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
4000
92000
23
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200mm
3000
75000
25
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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
60
68040
1134
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46 cm to 90 cm deep
75
138300
1844
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91 cm to 150 cm deep
150
283350
1889
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151 cm to 250cm deep
100
260200
2602
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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.
150
871950
5813
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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.
300
1756200
5854
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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.
3000
642000
214
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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)
150
1192500
7950
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Extra for increasing depth of manhole mentioned at Item No. 10 above 900mm and up to 1650mm. (only excavation as per actual shall be paid separately)
100
452400
4524
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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)
150
2279550
15197
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Extra for increasing depth of manhole mentioned at Item No. 12 above 1660 mm and up to 2300 mm . (only excavation as per actual shall be paid separately)
50
310500
6210
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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)
90
2037150
22635
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Extra for increasing depth of manhole mentioned at Item No.14 above depth 2310 mm and up to 4950 mm (only excavation as per actual shall be paid separately)
32
446752
13961
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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
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For 250 to 300 mm dia pipes
20
10860
543
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For 350 to 450 mm dia pipes
5
3630
726
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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.)
5000
2690000
538
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250mm (Internal Dia.)
2000
1764000
882
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Providing and Laying non-pressure (NP4) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 225 mm
200
115600
578
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250 mm
300
237600
792
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300 mm
700
793800
1134
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450 mm
300
804300
2681
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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. Coupler 200mm
1000
144000
144
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250mm
600
114600
191
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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
2000
158000
79
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250mm
1000
165000
165
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Transportation By Mechanical means including loading, unloading and stacking where ever necessary Excavated Earth 1km
500
46435
92.87
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2km
500
53825
107.65
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3km
1500
182430
121.62
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4km
500
67710
135.42
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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)
450
562950
1251
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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.
3000
99000
33
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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
3000
54000
18
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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)
140
732340
5231
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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
60
471960
7866
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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
1000
4755000
4755
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Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole. SFRC 560 mm dia size
500
16000
32
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SFRC 450x900 mm size
500
22500
45
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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
30
24330
811
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200 mm dia
40
32560
814
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250 mm dia
20
16360
818
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300 mm dia
10
8220
822
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Extra rate of depth 1.5m to 3m or part 100 mm dia to 300 mm
20
780
39
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Extra rate of depth 3m to 4.5 or part 100 mm dia. to 300 mm
10
780
78
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Cleaning of Silt, sludge brick bats, polythene bags, garbage etc. from chocked sewer manholes / sewer drains & Nallahs/ wet well of SPH/ Anaerobic & Facultative Pond of STP with all required T&P such as bucket, manila rope, and all required safety equipment such as safety belt, gas mask, oxygen cylinder etc. including disposal of silt/ sludge upto 50 mtr lead & 1.5 mtr. lift as directed by Engineer-in-Charge including dewatering but excluding dat (plugging of sewer pipe line) Depth up to 1.5 mtr
300
132300
441
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Extra rate for depth 1.5 m to 3m or part
300
138900
463
... More
Extra rate for depth 3m to 4.5 m or part
200
97000
485
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Cleaning of Silt, sludge brick bats, polythene bags, garbage etc. from chocked sewer line with all required T&P and Safety equipment such as bucket, manila rope, safety belt, gas mask, oxygen cylinder etc. including disposal of silt, sludge upto 50m lead & lift up to 1.5mtr. as directed by Engineer-in- Charge including dewatering but excluding dat (plugging of sewer pipe line) 150 mm dia depth up to 1.5 m
2000
74000
37
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Extra rate for depth 1.5 m to 3m
2000
78000
39
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Extra rate for depth 3m to 4.5 m
1000
43000
43
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Extra rate for depth 4.5 m to 6m
1000
49000
49
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200 mm dia depth up to 1.5 m
3000
135000
45
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Extra rate for depth 1.5 m to 3m
2000
94000
47
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Extra rate for depth 3m to 4.5 m
1000
52000
52
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Extra rate for depth 4.5 m to 6m
500
29500
59
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Conducting Condition assessment of Existing Sewer System by Collecting ground levels, invert level of sewers, size and type m(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.
9
90000
10000
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