Parallel Rate Contract Of Providing Laying Jointing And Commissioning Of Internal Distribution Network And Providing Functional House Water Connection From Already Laid/ New Distribution Pipe Line To Property Line , Under Jurdiction Of Phed Div . Lakhe
Tender Value
2.50 Crore
Estimated cost
Bid Submission
20 Aug 2020
0 days left
EMD
5 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lakheri → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Parallel Rate Contract Of Providing laying jointing And Commissioning Of Internal Distribution Network And Providing Functional House Water Connection From Already Laid/ New Distribution Pipe Line To Property Line , Under Jurdiction Of Phed Div . Lakheri With 12 Month Dlp
BOQ
| Name of Work:Parallel Rate Contract of survey, design, P/L/J and commissioning of Internal distribution network and thereafter providing Functional House water connection from already laid/ New distribution pipe line to property line, including all material and all labour under jurdiction of PHED Division LAKHERI District BUNDI | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing , supplying, lowering and laying instandard lengths HDPE PE-80 PN-6 pipes conforming to IS 4984 :1995 with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ Compression fitting joint or flanged joint and specials jointing pipes by butt fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, stacking the same in closed shade duly protecting from sunrays and rains, including cost of labour and material, specials tee, bends etc., satisfactory hydraulic testing etc., complete as per technical speciafications and directions of Engineer-In-Charge (excluding earthwork)\nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply up to 110 mm dia. in coil & above 110 mm dia straight length in 6 M. \nPE-80/PN-6\n(for internal village distribution network) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.1 | 75 mm | BI01010001010000000000000515BI0100001113 | 1 | Rm |
| 3 | 1.2 | 90 mm | BI01010001010000000000000515BI0100001114 | 1 | Rm |
| 4 | 1.3 | 110 mm | BI01010001010000000000000515BI0100001115 | 1 | Rm |
| 5 | 1.4 | 140 mm | BI01010001010000000000000515BI0100001116 | 1 | Rm |
| 6 | 1.5 | 160 mm | BI01010001010000000000000515BI0100001117 | 1 | Rm |
| 7 | 1.6 | 180 mm | BI01010001010000000000000515BI0100001118 | 1 | Rm |
| 8 | 1.7 | 200 mm | BI01010001010000000000000515BI0100001119 | 1 | Rm |
| 9 | 2 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | BI01010001010000000000000515BI0100001112 | ||
| 10 | 2.1 | 80 mm | BI01010001010000000000000515BI0100001120 | 1 | Rm |
| 11 | 2.2 | 100 mm | BI01010001010000000000000515BI0100001121 | 1 | Rm |
| 12 | 2.3 | 150 mm | BI01010001010000000000000515BI0100001122 | 1 | Rm |
| 13 | 2.4 | 200 mm | BI01010001010000000000000515BI0100001123 | 1 | Rm |
| 14 | 3 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.:All kinds of soil\nPipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. | BI01010001010000000000000515BI0100001112 | ||
| 15 | 3.1 | for internal village distribution network | BI01010001010000000000000515BI0100001125 | 1 | Rm |
| 16 | 4 | Excavating trenches of required width for pipes cables etc. including excavation for sockets, depth up to 1.5 Mtr. including taking out the excavated MATERIALs, refilling the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc., stacking serviceable MATERIAL for measurements and disposal of unserviceable MATERIAL as directed, with in a lead of 50 Mtr.ORDINARY ROCK: -\nPipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. | BI01010001010000000000000515BI0100001112 | ||
| 17 | 4.1 | for internal village distribution network | BI01010001010000000000000515BI0100001126 | 1 | Rm |
| 18 | 5 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer in charge from the list of approved makes of PHED.Manually operated class PN 1.0 \nfor inside village | BI01010001010000000000000515BI0100001112 | ||
| 19 | 5.1 | 80 mm | BI01010001010000000000000515BI0100001128 | 1 | Nos. |
| 20 | 5.2 | 100 mm | BI01010001010000000000000515BI0100001129 | 1 | Nos. |
| 21 | 5.3 | 125 mm | BI01010001010000000000000515BI0100001125 | 1 | Nos. |
| 22 | 5.4 | 150 mm | BI01010001010000000000000515BI0100001126 | 1 | Nos |
| 23 | 5.5 | 200 mm | BI01010001010000000000000515BI0100001127 | 1 | Nos |
| 24 | 6 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.for inside village | BI01010001010000000000000515BI0100001112 | ||
| 25 | 6.1 | 80 mm | BI01010001010000000000000515BI0100001128 | 1 | Nos. |
| 26 | 6.2 | 100 mm | BI01010001010000000000000515BI0100001125 | 1 | Nos. |
| 27 | 6.3 | 125 mm | BI01010001010000000000000515BI0100001126 | 1 | Nos. |
| 28 | 6.4 | 150 mm | BI01010001010000000000000515BI0100001127 | 1 | Nos |
| 29 | 6.5 | 200 mm | BI01010001010000000000000515BI0100001128 | 1 | Nos |
| 30 | 7 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001112 | ||
| 31 | 7.1 | MS pipe specials upto 600 mm dia (with minimum 5.0 mm thickness sheet) | BI01010001010000000000000515BI0100001125 | 1 | Kg |
| 32 | 8 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceablematerial with all lifts and lead of 50 metres as directed by Engineer. | BI01010001010000000000000515BI0100001124 | ||
| 33 | 8.1 | Cement Concrete Grade M-15 and above and PCC blocks | BI01010001010000000000000515BI0100001126 | 1 | Cum |
| 34 | 9 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including costof form work, as per drawing and technical specifications and as per clause 1100, 1500, 1700, 2100 of MoRT&H specification including all scaffolding material, labour, machinery. | BI01010001010000000000000515BI0100001124 | ||
| 35 | 9.1 | PCC Grade M -15 | BI01010001010000000000000515BI0100001127 | 1 | Cum |
| 36 | 9.2 | PCC Grade M -20 | BI01010001010000000000000515BI0100001128 | 1 | Cum |
| 37 | 9.3 | PCC Grade M – 30 | BI01010001010000000000000515BI0100001127 | 1 | Cum |
| 38 | 10 | Providing service connection as per technical specifications & standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of Cement Concrete, WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule (ISI make), gunmetal NRV (ISI Make), valve (IS:778) and specials with MDPE pipe PE-80 PN 12.5 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges. In addition to the ferrule, an orifice of 4.0mm Dia should also be provided in the service line a the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC , PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in cases of concrete / bituminous roads where minimum depth shall be 20 cm.For detailed specifications of MDPE pipes, please refer section “Technical Specifications” in Volume I of bid document. General specifications of MDPE pipes shall be as under: \n• The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of Testing Material: 9080 with minimum required strength of 8kg/sq.cm. • The raw material shall be of Food grade quality • Pressure rating shall be 12.5 Bar • The pipes shall bear ISO marking | BI01010001010000000000000515BI0100001124 | ||
| 39 | 10.1 | Average length upto 5.00 mtr of 20 mm MDPE pipe. | BI01010001010000000000000515BI0100001127 | 1 | Nos. |
| 40 | 10.2 | Extra length of 20mm MDPE pipe including excavation, providing, laying and jointing for length of service line above 5.00 mtr. | BI01010001010000000000000515BI0100001128 | 1 | Rm |
| 41 | 11 | Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in ; work includes visiting the village for collecting basic data consumers like i.e. Aadhar no. / ration card / voter ID /driving lisence / passport /Antyoday card / mobile no. etc. and entering the details on the above website. The cost also includes computer and opertor. | BI01010001010000000000000515BI0100001129 | 1 | FHTC\n(each) |
AI Tender Summary
Tender Timeline
Jul 27, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 21, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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