Tender For Construction Of Super Passage At Rd 9920 Of Saidpura Minor
Tender Value
18.05 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
5 days left
EMD
36108
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patiala → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Super Passage At Rd 9920 Of Saidpura Minor
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary soil, Manual Means, Depth up to 3 m |
| 2 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15,Height upto 5m |
| 3 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25,Height upto 5m,With Batching Plant, Transit Mixer and Concrete Pump |
| 4 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20,Height upto 5m,With Batching Plant, Transit Mixer and Concrete Pump |
| 5 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing & technical specification |
| 6 | Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) |
| 7 | Removal/ Clearance of slush from wet drains by mechanical means |
| 8 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 9 | Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means) |
| 10 | Providing, lowering precast concrete NP-2 plain end pipes with collar and reinforcement, in trenches to correct gradient and alignment. cutting of reinforcement cement concrete, plain end pipe stringing in trenches, jointing ends and fixing collars with cement mortar 1:2 as per IS 456:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels, etc., complete in all respect RCC NP-2 900mm i/d |
| 11 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30,Height upto 5m,With Batching Plant, Transit Mixer and Concrete Pump |
| 12 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters. (sleepers in side slope & in bed) + coping (Sr No.11+12) |
| 13 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads,inclunding extra for compensation for ordinary earth/ordinary clay taken from private land without royalty |
| 14 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. |
| 15 | Dressing of Earth work ( NEW ) |
| 16 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement) 0-1.5mt. depth |
| 17 | Dressing and preparation of sub grade for side slopes. |
| 18 | Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete |
| 19 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper+bed and side slop[es + coping |
| 20 | Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications |
| 21 | Extra for Bitumen Painting @ 0.69 kg per Sqmt. supply carriage of material complete in all respect |
| 22 | Providing & laying 150 micron Polyethene Sheet over sleeper Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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