Retrofitting To Accommodate Of 69 Nos Fhtc With Laying Of Distribution Pipe Line By Hdpe Pipes With Allied Works Of Khejuri Zone-I Its Adjoining Mouzas Ws Scheme Within Khejuri-Ii Block Under Contai Sub-Division Of Tamluk Division, Phe Dte.
Tender Value
8.33 Lakhs
Estimated cost
Bid Submission
10 Jun 2022
0 days left
EMD
16666
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
khejuri → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Retrofitting To Accommodate Of 69 Nos Fhtc With Laying Of Distribution Pipe Line By Hdpe Pipes With Allied Works Of Khejuri Zone-I Its Adjoining Mouzas Ws Scheme Within Khejuri-Ii Block Under Contai Sub-Division Of Tamluk Division, Phe Dte.
BOQ
| Sl. No. | Item Description |
| 1 | Providing FHTC from the existing CI/DI/uPVC/HDPE/ GI/AC distribution pipeline by installing 10 mm NB Gun-metalFerrule conforming to IS 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16)/20mm OD PPR-C (class-SDR7.4/PN16) pipes upto required length all necessary specials 1.0 metrebelow the ground connecting the ferrule including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation ofa 15mm dia. alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm2)to be fitted in a position as directed by E.I.C. G.I pipe of TATA make (medium duly) of 2 metre length with all necessary specialsto continue from the end of the HDPE/PVC/PPR-C pipe and upto 1.0 m above groundwithin the premises of household. |
| 2 | Note : |
| 3 | 1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). |
| 4 | 2.PPR-C(Poly propylene Random Copolymer) pipe shall be 3-layer confirming to IS:15801 UV stabilised & anti-microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random/fittings. |
| 5 | 2. Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule.supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16)/20mm OD PPR-C (class-SDR7.4/PN16) pipes |
| 6 | a) Upto 10m length |
| 7 | b) Above 10m upto 20m length |
| 8 | Survey charges for collection of house hold details through mobile app and geo tagging the same along with a hard copy of the same in requisit format supplied by the department |
| 9 | Collection of House Hold Details at Prescribed Format through Mobile App / Hard Copy including Geo-Reference as directed by EIC and Submission of the same to PHE Dte in soft copy. |
| 10 | Making plain cement concrete (1:2:4) support of 100mm dia (0.6m below GL and 0.3m above GL) for fixing 15mm dia GI pipe for FHTC or as per direction of Engineer-in-Charge. |
| 11 | Making Village Road (average 3m width) crossing by horizontal auger boring for accomodation of laying of average 3 (three) nos. 15mm dia GI pipes for FHTC or as per direction of Engineer-in-Charge. |
| 12 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD |
| 13 | Restoration of cement concrete pavements, after laying pipe line into the trenches, restoration to be done by laying cement concrete work(1:2:4) over a brick flat soling over 15cm.thick sand filling for cutting portion only or as per direction of Engineer-in-Charge. |
| 14 | 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 aits 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.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future. |
| 15 | (A) Pressure Rating : PN 6 |
| 16 | (ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves. |
| 17 | 90mm(OD) |
| 18 | 140mm(OD) |
| 19 | 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). |
| 20 | B) For UPVC/HDPE Pipe |
| 21 | 90mm(OD) |
| 22 | 140mm(OD) |
| 23 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the samepipe 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). |
| 24 | B) For UPVC/HDPE Pipe |
| 25 | 90mm(OD) |
| 26 | 140mm(OD) |
| 27 | 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. |
| 28 | 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 over150mm.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 notspecified] |
| 29 | 80 mm to 150 mm dia pipe |
| 30 | Labour for boring (horizontal) through any kind of soil for road crossing LDS including hire charges & labour for supply of suitable dia crossing upto full width road with necessary tools, trackles, including necssary arrangement for boring & pushing reqd. inclu. fixing, jointing pumping out accumulated water, lighting arrangement, sealing of two casing ends by B/W (1:4) etc. as per direction of Eic (B/W to be given seperately) |
| 31 | 125 mm. dia. |
| 32 | Drum Sheet walling 1.40m. (av.) high on sal-bullah / Eucalyptus bullah piling 10cm. Dia. And 3.25m. Long driven 1.75m. (av.) below G.L. and 75cm. Centre to centre including fitting fixing 3 nos. of half b ullah pieces (from 10cm. Dia.) and drum (empty bitumen)sheet (approved condition) of height 1.50m. cuttin g and straighten ing drum sheet (each joint must have lap length of min. 50mm.) including cost of necessary nails, b olts, nuts etc. and providing 2 to 3m. long half bullah ties of 10cm. dia. @ 2.25m. centre to centre fixed with 10cm. dia. b ullah posts driven 1.50m. b elow G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction. |
| 33 | i) Using Eucalyptus bullah, |
| 34 | Earth works in filling in compound, tank, low land, ditches etc. With good earth in layers not exceeding 150mm. Including breaking clods & consolidating the same by ramming and dressing complete, (payment will be made on profile measurement before & after the work). |
| 35 | a) With carried earth arranged by the contractor within a radius exceeding 3km. but not exceeding 5 km. including cost of carried earth. |
| 36 | Restoration of laterite / moorumroad to its original condition by supply & spreading of 100 mm. th. Moorum over bed of 150 mm. th. Laterite (size – 45 to 150 mm.) in layers including temporary spreading, hand packing, watering & rolling for compacted desired / required thickness (100 mm. consolidated) as per specification & direction of E.I.C. |
| 37 | Supply of G.I. pipes of TATA make including necessary sockets (heavy type) (For Culvert & Road crossing). |
| 38 | a) 125 mm dia (Medium quality) Non TATA |
| 39 | Add GST @12% (CGST@6%+SGST@6%) |
| 40 | Add Cess @1% |
AI Tender Summary
Tender Timeline
May 20, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 10, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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