Urban Administration And Development Tender
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Urban Administration And Development Tender
Civil And Construction
Drainage Work
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date9 May 2024
Closing Date24 May 2024
Tender Amount₹ 1,58,61,748
Costs
EMD
₹ 73,309Document Cost
₹ 12,500Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2023_UAD_308047_3Bid Award Id
ViewTender No
MPGMC/244/23x9/1/S.N./2023-24Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
Ordinary rock 0 to 1.5m
50
13050
261
1.5m to 3m
10
3132
313.2
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
1.5m to 3m
300
65232
217.44
3m to 4.5m
200
52185
260.93
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
100
18120
181.2
1.5m to 3m
100
21744
217.44
3m to 4.5m
200
52185
260.93
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.
10000
890000
89
Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand
500
360000
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
30
12600
420
Granular courses
30
11340
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.
200
149800
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
4000
92000
23
200mm
2000
50000
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
10
11340
1134
46 cm to 90 cm deep
10
18440
1844
91 cm to 150 cm deep
10
18890
1889
151 cm to 250cm deep
10
26020
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.
80
465040
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.
150
878100
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.
1500
321000
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)
20
159000
7950
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)
60
271440
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)
25
379925
15197
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)
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)
25
565875
22635
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)
10
139610
13961
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
5
3630
726
200 mm (Internal Dia.)
5000
2690000
538
250mm (Internal Dia.)
500
441000
882
Providing and Laying non-pressure (NP4) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 225 mm
1500
853500
569
250 mm
1000
792000
792
300 mm
500
567000
1134
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 150mm
50
5900
118
170mm
85
10030
118
200mm
200
28800
144
250mm
85
16235
191
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 150mm
85
2805
33
170mm
85
3825
45
200mm
500
39500
79
250mm
85
14025
165
Transportation By Mechanical means including loading, unloading and stacking where ever necessary Excavated Earth 1km
500
46435
92.87
2km
1000
107650
107.65
3km
500
60810
121.62
4km
700
94794
135.42
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)
100
125100
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.
500
16500
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
500
9000
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)
40
209240
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
30
235980
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
200
951000
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
30
24330
811
200 mm dia
40
32560
814
250 mm dia
20
16360
818
300 mm dia
10
8220
822
Extra rate of depth 1.5m to 3m or part 100 mm dia to 300 mm
20
780
39
Extra rate of depth 3m to 4.5 or part 100 mm dia. to 300 mm
10
780
78
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
100
44100
441
Extra rate for depth 1.5 m to 3m or part
50
1100
22
Extra rate for depth 3m to 4.5 m or part
50
2200
44
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
1500
55500
37
Extra rate for depth 1.5 m to 3m
500
19500
39
Extra rate for depth 3m to 4.5 m
500
21500
43
Extra rate for depth 4.5 m to 6m
500
24500
49
200 mm dia depth up to 1.5 m
500
22500
45
Extra rate for depth 1.5 m to 3m
500
23500
47
Extra rate for depth 3m to 4.5 m
500
26000
52
Extra rate for depth 4.5 m to 6m
500
29500
59
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. up-to 2 KM
2
24000
12000
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