Special Repairs Replacement Of Ci Gi Pipe Line Along With Connected Items At Bapatla And Suryalanka Ph Under Age I Suryalanka As Per Boq And Tender Document
Tender Value
4.70 Lakhs
Estimated cost
Bid Submission
07 Jun 2021
0 days left
EMD
9400
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
SURYALANKA → Andhra Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repairs Replacement Of Ci Gi Pipe Line Along With Connected Items At Bapatla And Suryalanka Ph Under Age I Suryalanka As Per Boq And Tender Document
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-May-2021 | Amendment to tender documents | Technical Bid | 31-May-2021 |
| 2 | 31-May-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 07-Jun-2021 |
BOQ
| Name of Work: SPL REPAIRS / REPLACEMENT OF CI/GI PIPE LINE ALONG WITH CONNECTED ITEMS AT BAPATLA AND SURYALANKA PH UNDER AGE(I) SURYALANKA. | |||||
|---|---|---|---|---|---|
| Sl.No. | Description of Item of Works | Item Code / Make | Approximate No. of Units Required | UNIT | |
| 1 | 1 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft/ loose soil, for laying under ground electric cable, pipes etc. all as directed and specified. | 30 | CUM | |
| 2 | 2 | Returning, filling in, including, spreading, watering and well ramming in layers not exceeding 25 cm thick each, in soft /loose soil complete all as specified & directed. | 27 | CUM | |
| 3 | 3 | Removing excavated surplus soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed. | 3 | CUM | |
| 4 | 4 | M&L for 150 mm bore centrifugally cast (spun) ductile iron pressure pipes for water mains with socket & spigot ends conforming to IS 8329/2000 any length for classification of K9 suitable for rubber gasket joint (push on type) with cement mortar lining inside the pipe with outside bitumen coating complete all including existing connection with required size of Tee or MS clamp with rubber bush as specified and directed. \n | 60 | RM | |
| 5 | 5 | M&L for 100 mm bore centrifugally cast (spun) ductile iron pressure pipes for water mains with socket & spigot ends conforming to IS 8329/2000 any length for classification of K9 suitable for rubber gasket joint (push on type) with cement mortar lining inside the pipe with outside bitumen coating complete all including existing connection with required size of Tee or MS clamp with rubber bush as specified and directed. \n\nNote for item No.4&5: Cutting of pipe, fittings for pipe, lead joints shall be measured and paid separately under respective items of Sch 'A' | 120 | RM | |
| 6 | 6 | S&F Cast Iron sluice valve 150mm dia (6\") of class PN-1.6 type duly ISI Marked conforming to as per IS - 14846 with iron wheel head both end flanged, stainless steel spindle, non rising type complete with Neoprene rubber gasket, nuts, bolts and washers etc. complete all as specified and directed.\n | 2 | Each | |
| 7 | 7 | S&F Sluice Valves, Double flanged of class 1.6 PN,100 mm (4”)dia with wheel handle with necessary rubber flanged gasket, nuts, bolts, washers, etc complete all as specified and as directed. \n | 6 | Each | |
| 8 | 8 | M&L for valve chamber of size 1200 x 1200 x 1000 mm (internal dimension) suitable for 150/100 mm sluice valve, PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation, brick wall with sub class 'B ' bricks built in CM 1:4, PCC 1:2:4 type B1 using 20 mm graded stone aggregate for coping, plastering in CM 1:4,15 mm thick including provision of MS sheet cover 4 mm thick with two coat of synthetic enamel paint over a coat of red oxide primer to steel surfaces and with locking arrangement including excavation earth work in any type of soil, returning in filling and removing the surplus soil after demolition of existing valve chamber all as specified and as directed by Engineer-in-Charge. | 1 | Each | |
| 9 | 9 | M&L for DI bend (any type, any radius and angle) tapers any type (straight bends, increasing or decreasing or double socket etc) Tee pieces single branch, double branch cross (all socket or socket and spigotted/ flanged), collar, caps and plugs all as specified and suitable for tyton rubber joints upto 100 mm dia bore conforming to IS 9523 - 2000 complete all as specified and as directed. | 250 | KG | |
| 10 | 10 | M&L for 2 Nos of MS flanges, welded to 80 mm GI pipe on both sides including one coat of primer and paint each suitable for GI surface , gaskets, washers, nuts, bolts of suitable size after taking down the existing rusted pipe line all as specified and complete all as specified and as directed. | 20 | Job | |
| 11 | 11 | S&F in replacement Butterfly Valves (Wafer Type), PN-1.6 with S.S-304 Disc Body S.G. Iron, Lever Operated, Nitrile/EPDM Rubber Lining. Seat Test Pressure 1.6 MPa of 80 mm dia \n | 10 | Each | |
| 12 | 12 | S&F Tubes, 'Medium grade', galvanised of size 80mm, with all fitting; fixed to flange, including cutting /threading and taking down U/s Old pipes complete as per site per requirement all as specified and as directed by Engr-in-Charge. | 30 | RM | |
| 13 | 13 | M&L for Cutting existing cast iron pipes, reducing to required length for extension after taking up water mains (including all fittings) with spigot and socket ends and lead joints including burning out joints complete all as specified and directed. | 4 | Each Job | |
| 14 | 14 | Cutting existing road/PCC for laying of DI pipe including necessary earth work, excavation exc 600mm depth but not exc 1 mtr depth, width exc 450mm but not exc 800mm including making good the existing surface with PCC 1:2:4 type B1 using 20 mm aggregate, thickness of concrete is 150mm at top and making good the disturbed surface to match with existing surface complete all as specified and directed.\nNote :- The tenders shall take into consideration for following points while quoting his rate for this item and the unit rate is deemed be included for :-\n(a). Earth work excavation in any type of soil\n(b) Returning filling in , including spreading , leveling , watering and well ramming in layers not exc. 25 cm thick complete all as specified and as directed.\n(c). Removing excavated material to out side MD land\n(d) 150 mm thick PCC 1:2:4 type B1 as in road. | 10 | RM | |
| 15 | 15 | S&F in replacement of Gun Metal foot Valve of Size 100 mm Screwed end-threaded end complete all as specified and directed. | 4 | Each |
AI Tender Summary
Tender Timeline
May 31, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
May 31, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 07, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 07, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 09, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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