Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date29 Nov 2024
Closing Date16 Dec 2024
Tender Amount₹ 6,78,512.54 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 13,570Document Cost
₹ 2,000Tender Fee
₹ 295
Description
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Contact
Tender Id
2024_PHED_384876_1Tender No
100/29.11.2024Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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 in to municipal dumps : 200mmdia
( PHE USOR wef. 01.09.2023 It. No. 29.5.3 P.No. 351 )
30
42
1260
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)
for base concrete 30.00x0.60x0.15=2.70
2.7
5363
14480.1
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 )
30
524
15720
Lifting & placing of man holes cover & frame including dismantling of existing C.C. coping during Raising of manholes (civil work to be paid separately) SFRC 560 mm dia size
( PHE USOR wef. 01.09.2023 It. No. 29.28.2 P.No. 378 )
20
107
2140
Demolishing Brick work in lime or cement mortar in any mix including stacking of serviceable material and disposal of unserviceable material with in 50 meter lead as per direction of engineer-in-charge. ( In cement mortar )
( PHE USOR wef. 01.09.2023 It. No. 15.15 P.No. 258 )
20x0.785[(1.60+1.10²/2)-(1.20+0.70²)/2]x0.60= 11.04
11.04
740
8169.6
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 ) 20x0.785x0.92x1.00=14.444
14.44
6226
89928.34
Replacement of M.S. Foot rests in manhole including dismantling concrete block and fixing with 20x20x10 cm C.C. blocks of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) With 20mm square bar foot rest
( PHE USOR wef. 01.09.2023 It. No. 29.21.1 P.No. 374)
40
309
12360
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 ) 20x3.14x(1.60+1.10/2)x1.00= 84.78
20x3.14x(1.20+0.70/2)x1.00= 59.66 Total 144.44
144.44
190
27443.6
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)
49.04
31
1520.24
Labour only for replacement of SFRC manhole cover with frame or without frame of any shape & size (civil work to be paid separately) 20 No.x150 kg = 3000 kg ( PHE USOR wef. 01.09.2023 It. No. 29.30 P.No. 378 )
3000
2
6000
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 coping 20x0.785x(1.10²-0.70²)x0.05=0.565
For c:c road 20x{(1.60x1.60x0.25)-(0.785x0.96²x0.25)}= 4.59 30x0.60x0.25= 4.50Total 9.655
9.66
5256
50746.68
Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole. (ii) SFRC 560 mm dia size
( PHE USOR wef. 01.09.2023 It. No. 29.27 P.No. 377)
70
41
2870
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 up to 1.5 m
( PHE USOR wef. 01.09.2023 It. No. 29.31.1.1 P.No. 195) 100 mm Dia for connection
135
682
92070
( It. No. 29.31.1.3) 200 mm dia sewer line
25
994
24850
( It. No. 29.31.1.4) 250 mm dia sewer line
20
999
19980
( It. No. 29.31.1.5) 300 mm dia sewer line
15
1004
15060
( It. No. 29.31.5.2) 400 mm dia sewer line
10
1380
13800
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 1.50 m
( PHE USOR wef. 01.09.2023 It. No. 29.32.1 P.No.380)
70x0.785x1.20x1.20x0.70= 55.389
55.39
550
30463.95
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) for 200 mm dia
( PHE USOR wef. 01.09.2023 It. No. 29.33.3 P.No. 380)
650
62
40300
(It. No. 29.33.3) 250 mm dia
540
73
39420
(It. No. 29.33.4) 300 mm dia
419
87
36453
(It. No. 29.33.6) 400 mm dia
300
372
111600
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 First Amendment 16.08.2024 It. No. 29.35.2 P.No. 383) Deduct 20 % air voides of
44.31
157
6956.67
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