Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date7 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 8,14,076.77
Costs
EMD
₹ 16,282Document Cost
₹ 2,000Tender Fee
₹ 295
Description
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Contact
Tender Id
2025_PHED_393390_1Tender No
129/07.01.2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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Earth work in excavation for foundation, trenchesfor pipes/ cables, drains or in well excavation etc.by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. (15.6.3) Ordinary rock or soft rock with or without blasting
( PHE USOR wef. 01.09.2023 It. No. 15.6.3 P.No. 257) 60.00x0.60x0.25= 9.00
8x1.20x1.20x0.25= 2.88 Total 11.88
11.88
270
3207.6
... More
Earth work in excavation for foundation, in building works etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kind of soil
( PHE USOR wef. 01.09.2023 It. No. 15.6.1 P.No. 257 ) SL 80.00x0.60x1.30= 62.40
MH 10x1.20x1.20x1.30 = 18.72
Garden 3x33.00x0.50x0.80 = 39.60 1x16.00x0.50x0.80 = 6.40 1x29.00x0.50x0.80 = 11.60 2x14.50x0.50x0.80 = 11.60 Total 143.92
143.92
209
30079.28
... More
Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) (a) In plinth and foundation (ii) 1:2:4 (M-15)
( PHE USOR wef. 01.09.2023 It. No. 15.30.1.4 P.No. 260) for base concrete SL 80.00x0.60x0.15=7.20
Garden 3x33.00x0.30x0.20 = 5.94 1x16.00x0.30x0.20 = 0.96 1x29.00x0.30x0.20 = 1.74 2x14.50x0.30x0.20 = 1.74 Total 17.58
17.58
5256
92400.48
... More
Providing and laying non-pressure (NP2) RCC socket & spigot pipes with rubber gasket joint including testing of joints. For 200 mm dia RCC
( PHE USOR wef. 01.09.2023 It. No. 28.1.3 P.No. 351 )
80
524
41920
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Constructing Brick Masonry Manhole in Cement Mortar 1 :4 (1 cement : 4 fine sand) R.C.C. top slab 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1cement : 3 fine sand) finished with a floating coat of neat cement and making channels in CC 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including finishing the channel to shape, curing etc. ( Excavation foot rest and external cement plaster shall be paid for separately)
Inside size 60x60 cm and 90 cm deep manhole with fixing of ISI marked pre cast RCC manhole cover & frame i/c transportation etc. 600x600 mm size heavy duty .
( PHE USOR w.e.f.01-09-2023 It. No. 29.8.1 P.No.373 )
10
8777
87770
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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 1 :2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), cement plastered with CM 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.
( PHE USOR w.e.f.01-09-2023 It. No. 29.15.1 P.No. 375 )
20
384
7680
... More
Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.
( PHE USOR wef. 01.09.2023 It. No. 15.12 P.No. 258)
60
31
1860
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Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20% in foundation & plinth i/c curing etc. complete. in cement mortar 1:4
( PHE USOR wef. 01.09.2023 It. No. 15.40.2 P.No. 262 ) 3x33.00x0.20x0.60 = 11.88
1x16.00x0.20x0.60 = 1.92
1x29.00x0.20x0.60 = 3.48 2x14.50x0.20x0.60 = 3.48 Totasl 20.76 cum
20.76
6226
129251.76
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Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In plinth and foundation (ii) 1:2:4 (M-15)
( PHE USOR wef. 01.09.2023 It. No. 15.31.1.2 P.No. 260)
Swewer Line 30x0.60x0.25 = 4.50
Manhole 08x{(1.20x1.05x0.25)-(1.00x0.85x0.60)}= 0.824 DPC 3x33.00x0.30x0.10 = 2.97 1x16.00x0.30x0.10 = 0.48 1x29.00x0.30x0.10 = 0.87 2x14.50x0.30x0.10 = 0.87
Floor 13.80x5.50x0.10 = 7.590 01.70x4.30x0.10 = 0.731 4.30x4.30x0.10 = 1.849 3.85x2.00x0.10 = 0.770 3.70x3.70x0.10 = 1.369 Total 21.999
22
5363
117980.64
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12 mm thick cement plaster in single coat finished even smooth and curing complete. (i) in cement mortar 1:3
( PHE USOR wef. 01.09.2023 It. No. 15.46.1 P.No.263 ) 6x33.00x0.70 = 138.60
3x33.00x0.25 = 24.75
2x16.00x0.70 = 19.20
1x16.00x0.25 = 4.00
2x29.00x0.70 = 34.80
1x29.00x0.25 = 7.25
4x14.50x0.70 = 34.80
2x14.50x0.25 = 7.25 Totasl 250.85 sqm
250.85
190
47661.5
... More
Supplying & filling moorum for pipe bedding or over the pipe (including supply of moorum).
( PHE USOR wef. 01.09.2023 It. No. 15.13.1 P.No.258 ) 29.00x4.00 x 0.60 = 69.60
69.6
649
45170.4
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Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm
thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory
compaction, laid in required colour andpattern over and including 50mm thick compacted bed of stone dust, filling the jointswith sand etc. all complete as per thedirection of Engineer-in Charge.
(Pwd USOR w.e.f. 01.01.2024 I.No. 11.66 P.No. 351 )
33.00x4.00= 132 sqm
132
642
84744
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Providing and laying Selected type of Grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller, making the surface
smoothen and light watering the same, as per direction of Engineer-in-Charge.
(Pwd USOR w.e.f. 01.01.2024 I.No. 28.10.6 P.No. 816 )
33.00x16.00 = 528
528
99
52272
... More
Finishing walls with water proofing cement paint of required shade: New work (two or more coats applied @ 3.84 kg/10 sqm)
( PHE USOR wef. 01.09.2023 It. No. 15.62.1 P.No. 265) 6x33x0.40 = 79.20
2x29x0.40 = 23.20
2x16x0.40 = 12.80
4x14.50x0.40 = 23.20 Total 138.40
138.4
63
8719.2
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : (Two or more coats ) on New work
( PHE USOR wef. 01.09.2023 It. No. 15.64.1 P.No. 265) 6x33x0.40 = 79.20
2x29x0.40 = 23.20
2x16x0.40 = 12.80
4x14.50x0.40 = 23.20 Total 138.40
138.4
82
11348.8
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Carriage of desilted sludge & other material from sewage components by mechanical transport including loading unloading & stacking etc. Distance 2 Km.
( PHE USOR wef. 01.09.2023 It. No. 29.35.2 P.No. 383 and Corrigendum no. 1 Dt. 16-08-2024 )
Deduct 20 % air voides of
115.07
157
18065.99
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