Tender For Estimate For Brickwork Lining Of Watercourse Of Outlet At Rd 31500 L Of Dehlon Disty.
Tender Value
78.54 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
0 days left
EMD
1.57 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ludhiana → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Brickwork Lining Of Watercourse Of Outlet At Rd 31500 L Of Dehlon Disty.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Jul-2026 | Date Postpone | Date | 28-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods |
| 2 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead of 15 metres including breaking of clods. |
| 3 | Dressing of New Earthwork |
| 4 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 5 | Re-handling of earthwork recently executed |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 7 | Dressing of Bed and preparation of sub grade for lining. |
| 8 | 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. |
| 9 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 10 | Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b)) |
| 11 | Providing, lowering Precast concrete NP2 Plain end pipes and collar with reinforcement, in trenches to correct gradientant alignment, cutting of reinforcement cement concrete plain end pipes, stinging in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment gradients levels etc. complete in all respect. 450 mm i/d pipe |
| 12 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls |
| 13 | 10mm thick Cement Plaster 1:4 ( for side walls ) |
| 14 | 10mm thick Cement Plaster 1:4 ( for Floors& Top ) |
| 15 | Supply & laying Dry Brick Bats |
| 16 | Centering and shuttering for faces of concrete |
| 17 | Cement concrete 1:2:4 with stone ballast or shingle mixingby manual means using concrete volumetric mixer |
| 18 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.' |
| 19 | Fixing of RCC Frame in Nakka |
| 20 | Cement concrete 1:4:8 with brick balast 40mm gauge mixingby manual means using concrete mixer volumetric type |
| 21 | Cement Concrete 1:3:6 with stone ballast or shingle work mixing by mechanical means using concrete mixer volumetric type |
| 22 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 23 | LDPE film of 100 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. |
| 24 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 25 | Filling Contraction/Construction Joint with special impervious hot pour 12.5mm wide. |
| 26 | Any Other Items Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 28, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender Documents
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