Tender For Estimate For Construction Of New Escape At Rd 106300 Of Malookpur Disty By Laying Reinforced Cement Concrete Pipeline And Linking Malookpur Disty With Abulkhurana Drain
Tender Value
38.27 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
7 days left
EMD
76000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Fazilka → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Construction Of New Escape At Rd 106300 Of Malookpur Disty By Laying Reinforced Cement Concrete Pipeline And Linking Malookpur Disty With Abulkhurana Drain
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling brick work tile, masonry or tile lining |
| 2 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 3 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect upto 1.5m to 2.25 m depth |
| 4 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. D.I. Pipe as per IS 8329 DI-K9 300mm i/d pipe lines laid complete |
| 5 | 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 Engineerin charge) 600 Mm |
| 6 | Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. |
| 7 | Reinforced Cement Concrete M-25 in sub Structure complete as per drawing and technical specifications height upto 5 Mtr. using concrete mixture. |
| 8 | Plain/Reinforced Cement Concrete PCC M 20 in Open Foundationcomplete as per Drawing and Technical Specifications. |
| 9 | Laying cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40 mm. nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. |
| 11 | Filling stones or spalls into crates and packing |
| 12 | Weaving wire netting for wire crate including binding sides and partitions to make crate |
| 13 | Running and maintenance of pumping set 8 H.P./ Generator set fordewatering arrangements complete in all respects |
| 14 | Making bore and installation of pumping set for dewatering arrangements complete in all respect |
| 15 | Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) taking 22 hours a a day for 2 days (lump sum) |
| 16 | Providing running & maintenance of pumping set 8 H.P/Generator set for dewatring arrangement complete in all respect. |
| 17 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads |
| 18 | Rehandling of earth |
| 19 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. |
| 20 | Earthwork for lip cutting for irrigation of channel inclusive of allallowances leads and dressing upto 1.50 m depth.- |
| 21 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification. |
| 22 | Any other item Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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