Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Dec 2024
Closing Date8 Jan 2025
Tender Amount₹ 2,31,277 
Notes
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BOQ Items

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Supply of (DI) Special (Mechanical joint, Flange Socket, Flange Spigot, Flange Adaptor, Bend, Tee, Reducer etc as per IS:1538 and 5331 with latest ammendment offered rate for kg including all taxes, duties, charges as applicable & payable & delivery to destination which including loading, unloading, Stacking, carriage (payment will be made as per book weight) ( As per IS code 7181-1986)

55

54

3019.5

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Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including, unloading, stacking etc. including bcost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC. Above 30 km upto 40 km

3

3213

9639

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Supply & delivery of internal diameter M.S. pipe of wall thickness 9.5 mm of TATA/SAIL maket spirally welded) as per 153589-2001 or as amended to be delivered at siste inclusive of all duties, taxes charges and cost of transportation, loading & unloading & stacking all complete at lifting and destination points all complete as per the direction of EIC. i) 200 mm dia

20

5404

108096.4

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(A) Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) a) Do- by fine sand

25

951

23795.75

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Welding in M.S. structural work with gas or electric: (b) Continuous weld.

600

9

5400

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Page-240, Item-3.16: Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. (12x1.5x0.15)

2.7

14

38.88

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(b) For each additional Depth of 150mm and part thereof. (12x1.2x1.5)

21

19

399

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Construction of Sub Base using Local Materials: Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). (12x1.5x0.1) Analysis of rates Materials cost= Brick Aggregates (40 mm down) P-222, table-II-1 0.90 x Rs.1,176.00= Rs. 1,058.40 Sand(Loose) 0.48 Net vol of sand (Medium) 0.42 x Rs.834.00 = Rs. 350.28 Labour cost= 1.0 x Rs. 317.00 = Rs.317 . RS 1,725.68 per Cum

2.7

1725

4659.34

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Page- 247, Item-4.10.i : Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :: Add cost at site of 1.09 m3 of jhama metal and 0.26 m3 of moorum screening (loose volume) to arrive at the consolidated rate. Analysis of rates Materials cost= Jhama Metal P-222, table-II-1 1.90 x Rs.1,162.00= Rs. 1,266.58 Sand(Loose) 0.260 Net vol of sand (Medium) 0.228 x Rs.834.00 = Rs. 190.15 Labour cost= 1.0 x Rs. 408.00 = Rs.408 .00. RS 1,864.73 per Cum

5

1864

9323.65

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm

50.75

119

6052.95

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Dewatering from the excavated trenches for repairing any type of pipeline including hire charge of pump/carriage/fuel & lubricant/operator etc.for big dia pipes more than 200mm.dia.All complete as per direction of EIC. [This item will be executed after the permission of EIC]

10

931

9310

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Add GST @ 18% on total of Sl.No.1.00 to Sl.No.13.00 i.e on Rs.194056.47

1

34930

34930.16

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Add Cess @ 1% on total of Sl.No.1.00 to Sl.No.13.00 + GST i.e on Rs.2289.87

1

2289

2289.87



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