Municipal Affairs Department Tender

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Municipal Affairs Department - MAD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Jul 2022
Closing Date3 Aug 2022
Tender Amount₹ 29,96,794 
Notes
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Filling the pipeline withwater, testing hydraulically as per I.S3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). Item No. 9(B)(c) PHED 2019 B) For UPVC/HDPE Pipe c) 110mm dia (OD)

25

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3.78

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Cleaning thoroughly the inner surface ofpipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorinenotlessthan15mg/ltrs.after24hrs.ofsuch filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered  if the contractor used water from deptt. source). Item No. 10(B)(c) of PHED 2019 B) For UPVC/HDPE Pipe c) 110mm dia (OD)

25

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1.08

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Submission of complete detailed drawing of distribution system,  rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified  by SAE & AE in-charge  of  the  scheme. The above drawing will be  submitted in 5 copies. Item No. 11 of PHED 2019

25

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0.38

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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. [Ref,PCS - 2017, Page No - 1Item no - 3(a)]

6.97

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77.54

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ROAD RESTORATION WORK : 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 and grade as per direction and satisfaction of Engineer-in-Charge including uprooting and removing plants and jungles when and where necessary. [Item No. 3.16(a)&(b), P-240, PWD (Roads) 2018] i) Depth upto 150 mm

17.5

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14.4

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ii) For each additional depth of 150mm and part thereof

17.5

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19

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ROAD RESTORATION WORK : Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, inconformity with the Municipal/Corporation Rules for such disposal, loading in to truck  and  cleaning  the  site  in all respect as per direction of Engineer in charge. [Item No. 13, P-12, PWD (Building) 2017]

10.53

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166

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ROAD RESTORATION WORK : Filling in foundation or plinth by silver 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) Ref: Item No.1.3, Page-2, SOR 2018, Water Supply Works, UD&MA, GoWB

10.5

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936.21

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ROAD RESTORATION WORK : Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. Item No. 1, Page-14, 3rd corrigendum, P.W.D (Building-2017)

17.5

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357

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ROAD RESTORATION WORK : 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 1stclass brick aggregates (40 mm down) and sand (in proportion of 60:40). 1st class brick aggregates (40 mm down) ,min. Compacted thickness 150mm. (Analysed Rate)

2.63

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1980.56

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ROAD RESTORATION WORK : 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 : (Analysed Rate)

1.31

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2626.13

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ROAD RESTORATION WORK : Providing and applying primer coat with CationicBitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of roadsurface and spraying primer using Mechanicalmeans including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) (Analysed Rate)

17.5

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29.45

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Add GST @ 12%

1

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317906.06

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Add Cess 1%

1

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29671.23



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