Urban Administration And Development Tender
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Urban Administration And Development Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date29 Jan 2024
Closing Date27 Feb 2024
Tender Amount₹ 2,13,63,083
Costs
EMD
₹ 1,06,815Document Cost
₹ 15,000Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2024_UAD_328831_1Bid Award Id
ViewTender No
MPGMC/260/24x9/1/S.N./2023-24Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
4.5m to 6m
700
182644
260.92
Ordinary rock 1.5m to 3m
20
6264
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
50
9060
181.2
1.5m to 3m
80
17395
217.44
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
200
36240
181.2
1.5m to 3m
300
65232
217.44
3m to 4.5m
200
52184
260.92
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
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
500
210000
420
Granular courses
600
226800
378
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
10
1650
165
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
50
1150
23
200mm
800
20000
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
20
22680
1134
46 cm to 90 cm deep
5
9220
1844
91 cm to 150 cm deep
5
9445
1889
151 cm to 250cm deep
3
7806
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.
90
523170
5813
Constructing Brick masonry rectangular manhole in cement mortar 1:4 (1 cement :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.
80
468320
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.
2500
535000
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)
130
1033500
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)
80
1215760
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)
30
186300
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)
40
905400
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)
20
279220
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
3
1482
494
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.)
2000
1076000
538
Providing, Laying and Jointing non-pressure (NP4) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 450mm
900
2412900
2681
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
50
7200
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. Sealing Ring 200mm
350
27650
79
Transportation By Mechanical means including loading, unloading and stacking where ever necessary Excavated Earth 1km
100
9287
92.87
4km
3000
406260
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)
450
562950
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.
3500
115500
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
3500
63000
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)
390
2040090
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
150
1179900
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
500
2377500
4755
Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole. SFRC 560 mm dia size
100
3200
32
SFRC 450x900 mm size
100
4500
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
2
1622
811
200 mm dia
3
2442
814
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
250
110250
441
Extra rate for depth 1.5 m to 3m or part
150
69450
463
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
250
9250
37
Extra rate for depth 1.5 m to 3m
300
11700
39
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
3
30000
10000
Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.
250
172750
691
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