Supplying, Laying Of 110Mm ( Od ) ( Grade Pe-100, Pn-6 ) Distribution Pipe Network Including Permanent Road Restoration And Ancillary Works Within Bhadreswar Municipality At Zone I Ward No. 8, 10 Under Amrut 2.0
Tender Value
54.98 Lakhs
Estimated cost
Bid Submission
23 Feb 2024
0 days left
EMD
1.09 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bhadreswar → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Supplying, Laying Of 110Mm ( Od ) ( Grade Pe-100, Pn-6 ) Distribution Pipe Network Including Permanent Road Restoration And Ancillary Works Within Bhadreswar Municipality At Zone I Ward No. 8, 10 Under Amrut 2.0
BOQ
| Sl. No. | Item Description |
| 1 | Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per direction of EIC. [Ref: UD&MA (WS) 2018, Item No.- 1.4, Page- 2] |
| 2 | Dismantling all types of plain cement concreteworks, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. (a) In ground floor including roof. a) upto 150 mm. thick [Ref.: Pwd (Bldg.) 2017, Item no- 2(a), Page-10] |
| 3 | Labour for picking up existing metalled road surface to a specified average depth including screening and stacking the pavement materials.A)For average depth above 75mm but not exceeding 150mm by manual means i)Stone metal surface. |
| 4 | ii) Brick / Jhama metal surface.Ref: PWD / Roads2018-P-331, I-18.01 (c) (i & ii) |
| 5 | Shifting house connection or stand post connection from existing main to new main after excavation through any kind of soil and road materials up to required depth. dismantling existing ferrule with all fittings. plugging hole of old main with G.I. plug. drilling and tapping the new main. refixing the ferrule on the new main with serviceable old G.I pipes and other specials (New G.l. pipes and other specials. if required to be installed shall be paid extra) and back filling the trench with excavated materials all complete as per specification and direction of the Engineer- in-Charge. [Ref: UD&MA (WS) 2018, Item No.- 3.7, Page-21] |
| 6 | 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.: Pwd (Bldg.) 2017, Item no- 4(A), Page- 2] |
| 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. [Ref: Pwd (Bldg.) 2017 (3rd CORRIGENDA & ADDENDA, Dt. 04.06.2018), Item no-1, Page-14] |
| 8 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (a) Pakur Variety [Ref: Rate Analysis based on PWD(Bldg.) 2017 (3rd CORRIGENDA & ADDENDA, Dt. 04.06.2018)] |
| 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.[Ref: Pwd (Bldg.) 2017, Item no-36(a), Page-42] |
| 10 | Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984- 1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder, road sub-grade and its flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc. ......... for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) soas to facilitate the maintenance of pipe line locally as per conventional method in future.(A) Pressure Rating : PN 6 (i) Laying of pipe line including cost of pipe, fittings/specials & valves. a) 160mm(OD)[Ref.: PHE2019, Item No-4A(iii),(c,f), Page-L-13] |
| 11 | Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (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). i) For UPVC/HDPE Pipe a) 160mm(OD) [Ref.: PHED 2019, Item No-9B(f), Page-L-18] |
| 12 | Cleaning thoroughly the inner surface of pipe 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 chlorine not less than 15mg/ltrs. after 24hrs. of such 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).i) For UPVC/HDPE Pipe a) 160mm(OD) [Ref.: PHED 2019, Item No-10B(f,c), Page-L-19] |
| 13 | Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer / Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor] [Ref:UD & MA-2018, Pg.No.-24, Sl No.-7.2] |
| 14 | 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. For UPVC/HDPE PipeRef: Pg No. - L-21 Item No. 11 of PHED 2019 |
| 15 | 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,PWD - 2017, Page No - 1Item no - 3(a) |
| 16 | Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI Mark as per relevent IS Specification (heavy quality ) having wall thickness not less than 5 mm. [N.B.: The rates for supply of TATA Make pipe will be arrived at by adding 20% of the corresponding rates ] (ii) 100 mm dia |
| 17 | (iii) 150 mm dia [Ref: UD&MA (WS) 2018, Item No.- 8.15, Page-51] |
| 18 | Making flange joint to C.I./D.I./M.S. pipes, specials and valves where necessary with supply necessary insertion, bolts, nuts, washer etc. of approved quality and type and painting complete as per specification and direction of EIC. (Ii) 100 mm dia |
| 19 | (iIi) 150 mm dia [Ref: UD&MA (WS) 2018, Item No.- 2.1.6, Page-9] |
| 20 | Supply of M.S. Flange (slipper type) as per IS-6392 TABLE 17 Thickness-12mm(ii) 100 mm dia |
| 21 | (iii) 150 mm dia [Ref: UD&MA (WS) 2018, Item No.- 8.17, Page-51] |
| 22 | Cast iron kinetic double orifice type air release valve having small orifice elastic ball resting on gun metal orifice nipple large orifice vulcanite ball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheel gearing:inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10 kg/CM2 (i) 80 mm dia [Ref: UD&MA (WS) 2018, Item No.- 8.12, Page-50] |
| 23 | Gas cutting of M.S. pipes and/or plates of different thickness all complete as per specification and direction of the Engineer-in-charge. i) 5-8 mm thick plate [Ref: UD&MA (WS) 2018, Item No.- 2.3.1, Page-12] |
| 24 | Field welding of M.S. plate by means of electric arc welding as per relevent IS specification using standard electrodes including edge preparation and charges of deployment of electric generator set with fuel, lubricant, and all other tools and plants all complete as per specification and direction of Engineer-in-Charge.[Engineer-in-Charge shall approve the electrodes for arc welding before use ] i) 5-6 mm Throat Thickness [Ref: UD&MA (WS) 2018, Item No.- 2.3.3, Page-13] |
| 25 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS Codes. (a) Pakur Variety [Ref: Rate Analysis based on PWD(bldg.) 2017 (3rd CORRIGENDA & ADDENDA, Dt. 04.06.2018)] |
| 26 | 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. \"(i) Depth upto 150 mm |
| 27 | (ii) For each additional depth of 150mm and part thereof Item No. 3.16(a)&(b), P-240, PWD (Roads) 2018] |
| 28 | 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).[Detail Estimate vide Annexure-C] |
| 29 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(a) By mannual means[Detail Estimate vide Annexure-D] \"(a) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) |
| 30 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means 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).Ref: Detail Estimate vide Annexure-E] |
| 31 | Providing and applying tack coat with CationicBitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Using Bitumen Emulsion at the rate of 0.20 to\"(i) On Bituminous Surface 0.30 kg per sqm.) |
| 32 | (ii) On Granular surfaces treated with primer(Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)[Detail Estimate vide Annexure-F] |
| 33 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). [Detail Estimate vide Annexure-G]\"(a) For Grading II (19 mm nominal size, 50-75 mm thick.) |
| 34 | Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) ...... complete to be followed by sel coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. Using Batch Type HMP of Minimum Capacity 100-120 TPH [Detail Estimate vide Annexure-H] \"Using Batch Type HMP of Minimum Capacity 100-120 TPH |
| 35 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface,.... plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\"(i) By mechanical means .(a) with HoBitumen Binder (@ 6.8 kg /10 Sqm.)[Detail Estimate vide Annexure-I] |
| 36 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge[Item-13, P-12, PWD (Building) 2017] |
| 37 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection complete as per drawing and direction. \"(a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) OTHER MANUFACTURERS NOT SPECIFIED [Ref.: Pwd (Bldg.) 2017 (2nd CORRIGENDA & ADDENDA, Dt.18.04.2018) Item no-40(a)(i), Page-44]\" |
| 38 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth[Ref.: Pwd (Bldg.) 2017 (3rd CORRIGENDA & ADDENDA, Dt.04.06.2018) Item no-7, Page-15] |
| 39 | Plaster (to wall, floor, ceilin g etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/stagingwhere necessary (Ground floor).[Excluding cost of chipping over concrete surface] (a) With 1:4 cement mortar(i) 20 mm thick plaster[Ref: Pwd (Bldg.) 2017 (3rd CORRIGENDA & ADDENDA, Dt. 04.06.2018), Item no-2(ii)(a), Page-151] |
| 40 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. [Ref: Pwd (Bldg.) 2017, Item no- 15, Page-192] |
| 41 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over 150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]. i) 80 mm to 150 mm dia pipe [Ref.: PHED 2017, Item No-10(B)(C), Page-L-21] |
| 42 | G.S.T. |
| 43 | Cess |
AI Tender Summary
Tender Timeline
Feb 08, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 23, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 27, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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