Water Supply And Sanitation Department-WSSD has published Providing Improved Access To Water Through Household Connections In Existing Water Supply Village Dhandal Village Bhalot And Kotli Kheira Block Harsh Chhina District Amritsar Under Prwssip 2A Ii. Submission Date for this Tender is 12-07-2021. Water Pipe Line Tenders in Amritsar Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-Jun-2021 | Corrigendum No.3029dt.10-06-2021 | Date | 17-06-2021 |
| 2 | 17-Jun-2021 | Corrigendum No 3133 Dated 17-06-2021 | Date | 23-06-2021 |
| 3 | 25-Jun-2021 | Corrigendum No. Spl-2 Dated 25-06-2021 | Date | 01-07-2021 |
| 4 | 01-Jul-2021 | Corrigendum No. Spl-5 Dated 01-07-2021 | Date | 08-07-2021 |
| 5 | 06-Jul-2021 | Corrigendum No. 3248 Dated 06-07-2021 | Date | 12-07-2021 |
| Name of Work:- Providing improved access to water through household connection in existing W/s Village Dhandal, Bhalot & Kotli Kheira (MH-PC) Block Harsha Chhina Distt Amritsar. Under PRWSSIP Sub Component 2a (ii) Providing House Connection for New Pipe Line Prov.& Laying Jointing, Testing of PVC Pipeline, Specials For Distribution System, Chlorination Plant & All other works Contigent there to Complete in all respect. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | DEVELOPMENT OF WATER WORKS | iteam1 | ||
| 2 | 1.01 | Providing & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & Aluminum painting complete in all respects as per standard Drawing D-6 & 8. | iteam2 | 360 | p.mtr |
| 3 | 1.02 | Providing & Fixing PCC Fencing Poles With 6' height, 3" x 3" Top & 4" x 3" Base provided with 3 nos. hooks complete in all respects | iteam3 | 40 | Each |
| 4 | 1.03 | Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing D-7. | iteam4 | 18 | Each |
| 5 | 1.04 | Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing D-3. | iteam5 | 4 | Each |
| 6 | 1.05 | Construction of Masonry gate Pillars including cost of MS Steel Gate Size 1.22M X 1.37 Mtr as per standard drawing nwith including D-4 & Analysis A-4 complete in all respect | iteam6 | 1 | Each |
| 7 | 1.06 | Providing & fixing MS Sign Board as per standard size of DWSS as per Drawing D-20 | iteam7 | 1 | Each |
| 8 | 2 | Providing, Laying , fixing & jointing of P.V.C. Pipes including specials as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.\n(Manually) excavations and Including specials (6kgf/cm2) | iteam8 | ||
| 9 | 2.01 | PVC Pipe 63 mm o/d pipe of 6 Kgf. / sqcm | iteam9 | 509 | Mtr. |
| 10 | 3 | Providing, Laying , fixing & jointing of P.V.C. Pipes including specials as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications (Mechanically) Excavation and Including specials (6kgf/cm2) | iteam10 | ||
| 11 | 3.01 | PVC Pipe 63 mm o/d pipe of 6 Kgf. / sqcm | iteam11 | 5341 | Mtr. |
| 12 | 3.02 | PVC Pipe 75 mm o/d pipe of 6 Kgf. / sqcm | iteam12 | 2656 | Mtr. |
| 13 | 3.03 | PVC Pipe 90 mm o/d pipe of 6 Kgf. / sqcm | iteam13 | 1323 | Mtr. |
| 14 | 4 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. | iteam14 | ||
| 15 | 4.01 | 50mm i/d | iteam15 | 9 | Mtr. |
| 16 | 4.02 | 65mm i/d | iteam16 | 7 | Mtr. |
| 17 | 5 | P/F & Jointing and ISI Marked gun-metal peet valve (heavy pattern) as per IS-778 with hand wheels on G.I. Pipe lines laid in the ground or inside building including all carriage complete. | iteam17 | ||
| 18 | 5.01 | 50 mm i/d Gun metal peat valve (heavy duty) | iteam18 | 3 | Nos. |
| 19 | 5.02 | 65 mm i/d Gun metal peat valve (heavy duty) | iteam19 | 1 | Nos. |
| 20 | 6 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in – charge)\n80mm I/d | iteam20 | 2 | Nos. |
| 21 | 7 | Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department With each of Size 0.6m x 0.6m | iteam21 | 1 | Each |
| 22 | 8 | Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.\nPVC pipe 63mm o/d | iteam22 | 787 | Mtr. |
| 23 | 9 | Hand boring Horizontly for crossing of pipe under road or any other obstacle by Auger/Bocki method. Including excavation, stringing and jointing of pipe upto 160mm complete. | iteam23 | 11 | Each |
| 24 | 10 | Dismantling of inter locking tiles and re fixing it in in original condition.Pipe\nPVC Pipe 63mm o/d | iteam24 | 135 | Mtr. |
| 25 | 11 | Providing proposed water connections to household up to wall with providing ,laying, jointing, fixing, testing MDPE pipe line 15 mm i/d = 2.00 mtr(Below GL) and ISI Marked G.I. Pipe 15 mm i/d (As per IS 1239) B-Class approved make = 2.50 mtr (Above GL) including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground and ISI marked 15 mm i/d GM Ferrule as per IS:2692 and 3" i/d clamp with CI Bib Cock 15 mm i/d as per IS:210 with stainless steel spindle of approved make as per CSR 30.65(b) complete in all respects. (Connection at New pipe line) | iteam25 | 120 | Nos. |
| 26 | 12 | Carriage of Bajri Course Aggregate | iteam26 | 2.79 | cum |
| 27 | 13 | Carriage of Sand Fine Aggregate | iteam27 | 3.77 | cum |
| 28 | 14 | CONDITIONS :- | iteam28 | ||
| 29 | 14.01 | Item for which no rate or price has been entered in will not be paid for the Employer when execut6ed and shall be deemed covered by the other rates and prices in the Bill of Quantities. | iteam29 | ||
| 30 | 14.02 | Unit rates and prices shall be quated by the bidder in indian ruppees. | iteam30 | ||
| 31 | 14.03 | Where there is a discrepancy between the rate in figures and words, the rates in words will govern. | iteam31 | ||
| 32 | 14.04 | Where there is a discrepancy between the rate and the line total resulting from muluplying the unit rate by quantity the unit rate quoted shall govern. | iteam32 | ||
| 33 | 14.05 | Any item of work not included in the above contract schedule of rates and got done at the site of work; the same will be paid according to CSR-2010 subject to the premium or discount tendered by the contractor. In the case of non-schedule items, the decision of the Engineer-in-charge will be final and binding upon the contractor. In case any item which is a part of lump-sum rate is be deducted @CSR rates + Ceiling premium prevailing on the date of tender | iteam33 | ||
| 34 | 14.06 | The work will be carried out in accordance with PWD Book of specifications - 1963 edition with upto date amendments. | iteam34 | ||
| 35 | 14.07 | Approximate quantities are given in the contract schedule of rates and these can vary at the time of execution of the work. The payment will be made according to the actual work done by the contractor. | iteam35 | ||
| 36 | 14.08 | All amendments issued on the common schedule of rates 2010. up to the date of opening of tenders will be applicable on the contract schedule of rates. | iteam36 | ||
| 37 | 14.09 | Contractor should clearly quote his rates in figures & words. Conditional tender will be rejected. | iteam37 | ||
| 38 | 14.1 | All items and rates provided in the DNIT are subject to the footnotes give in CSR-2010 | iteam38 | ||
| 39 | 14.11 | The Engineer-in-charge will have full powers to change the layout of the work covered in this contract if considered necessary. | iteam39 | ||
| 40 | 14.12 | No claim will be entertained form the contractor in case, any mistake in description rates or unit occurs in any item taken in this schedule while preparing this DNIT or on account of typing or comparison or over writing. The same will be rectified at any time as per common schedule of rates 2010 along with upto date amendments. | iteam40 | ||
| 41 | 14.13 | The arrangements of bricks at site of work would be done by the contractor at his own level from his own source. | iteam41 | ||
| 42 | 14.14 | For any other non-schedule items, the contractor will submit through Engineer-in-charge, the analysis of rates in triplicate based on purchased vouchers. A margin of 10% shall be allowed for material components and 21.5% on labour components and contractor shall produce photo stat copies of the purchase vouchers in support of his claim. The decision of the Engineer-in-charge/Competent authority in the matter shall be final and binding on the contractor. | iteam42 | ||
| 43 | 14.15 | All the extra items will be got approved from the competent authority and no premium will be allowed on non schedule item | iteam43 | ||
| 44 | 14.16 | Pavement for the carriage of material shall be paid as per the rates quoted by the tenderer. | iteam44 | ||
| 45 | 14.17 | Time period allowed for completion of work in 3 months. | iteam45 | ||
| 46 | 14.18 | If contractor allowed for completion of work within 7 days from the date of allotment, DWSS reserve the right to impose penalty or withdraw the work and propose action for debarring in future tendering or both; decision of Chief Engineer (North) shall be binding. | iteam46 |
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