Tender For Estimate Under With 10 % Enhanced Capacity (With Concrete Lining ) Of Minor 3 Sunam Sub Branch From R.D. 0 To 8696 (Tail) Off Taking At R.D. 28000/L Of Sunam Sub Branch.
Tender Value
82.73 Lakhs
Estimated cost
Bid Submission
25 Sep 2026
7 days left
EMD
1.65 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
Sangrur → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate Under With 10 % Enhanced Capacity (With Concrete Lining ) Of Minor 3 Sunam Sub Branch From R.D. 0 To 8696 (Tail) Off Taking At R.D. 28000/L Of Sunam Sub Branch.
BOQ
| Sl. No. | Item Description |
| 1 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :-Discharge upto 1.5 cum/s |
| 2 | Dismantling brick work tile, masonry or tile lining In cement |
| 3 | Dismantling of brick work in cement sand mortar |
| 4 | Dismantling of PCC 1:2:4 |
| 5 | 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 |
| 6 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m |
| 7 | New work or remodeling work. |
| 8 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling |
| 9 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. |
| 10 | Extra for rolling to specifications. |
| 11 | Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 |
| 12 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 0 to 1.5 m depth |
| 13 | Dressing side slopes and preparation of sub grade for lining. |
| 14 | 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 |
| 15 | Filling expansion joint with Sealing Compound. complete in all respect |
| 16 | Excavation of soil using Hydraulic Excavator and Hydraulic tractor trolly I/C Cutting and Loading in trolly and transporting to the Embankment locations with all lifts and leads . Disposal upto 450 mtr |
| 17 | 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 Bed & side slopes) |
| 18 | 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 Coping |
| 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 |
| 20 | Extra bitumen painting at 0.69 Kg. per sqm |
| 21 | Polythene films/ sheet of 100,125, 150, 200,250 micron |
| 22 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 23 | Earth work in excavation of foundation of structures asper 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 excavated surplus soil. In Ordinary soil Mechanical Means Depth upto 3 m |
| 24 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 |
| 25 | 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 |
| 26 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump |
| 27 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. |
| 28 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) |
| 29 | PCC M15 Grade,as leveling course below approach slab complete as per drawing and Technical specification |
| 30 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 31 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade |
| 32 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 33 | Painting new letters and figures of black synthetic enamel paint to an even shade |
| 34 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 35 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. |
| 36 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 37 | Providing, Laying , fixing & jointing of P.V.C. Pipes 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.160mm o/d pipe of 6 Kgf. / sqcm |
| 38 | 12.5 mm thick cement plaster 1:4 |
| 39 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 40 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 41 | Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications |
| 42 | Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications |
| 43 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT & H Specifications |
| 44 | Earth Work involved in dismantling of outlet ’H’ upto0 0.50 mt |
| 45 | Dismantling of O.F., APM or O.S.M type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt. |
| 46 | supply of outlet |
| 47 | Adjusting new APM block in correct ‘y’ and fixing in position |
| 48 | Extra labour for dressing of bricks for outlet with ‘H’ upto 0.5 mtr |
| 49 | cement concrete 1:2:4 for manual means ordinary distance mark manual means Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender