Tender For Concrete Lining Of 1 R Disty Offtaking At Rd 148466/R Of Bml Including Pucca Structure ( Reach Rd 35820-46600)
Tender Value
3.60 Crore
Estimated cost
Bid Submission
19 Oct 2026
2 days left
EMD
7.20 Lakhs
Bank guarantee accepted
Document Fee
5000
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 Concrete Lining Of 1 R Disty Offtaking At Rd 148466/R Of Bml Including Pucca Structure ( Reach Rd 35820-46600)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 12-Oct-2026 | Corrigendum1 | Date | 19-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary roadDischarge upto 1.5 cum/s |
| 2 | Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary roadDischarge 1.5 Cum/s but upto 4.5 cum/s |
| 3 | 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. |
| 4 | Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr. |
| 5 | 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 for Rural area lead upto 3 KM |
| 6 | 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 for Urban area lead upto 5 KM |
| 7 | 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. |
| 8 | Dressing of Earth work ( NEW ) |
| 9 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth) |
| 10 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (1.5 to 3.0 mtr depth) |
| 11 | Dressing and preparation of sub grade for side slopes. |
| 12 | Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete |
| 13 | Cement concrete lining 10cm thick or less with mechanical paver 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 (For Trapozoidal Section and Cup Section of all radius) For bed &side slopes |
| 14 | 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 bed & Side Slope) |
| 15 | 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 |
| 16 | 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 |
| 17 | Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications |
| 18 | Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications |
| 19 | Extra for Bitumen Painting @ 0.69 kg per Sqmt. supply carriage of material complete in all respect |
| 20 | Providing & laying 150 micron Polyethene Sheet over sleeper |
| 21 | Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications |
| 22 | Dressing of dowel along water carring channel in addtion to payment for dressed earth work |
| 23 | Earth Work involved in dismantling of outlet ’H’ upto 0.50 mt |
| 24 | Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt. |
| 25 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 |
| 26 | Adjusting new APM block in correct ‘y’ and fixing in position |
| 27 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 28 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. |
| 29 | 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. |
| 30 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars FE 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete in all respect. |
| 31 | Extra labour for dressing of bricks for outlet with ‘H’ upto .5 mtr |
| 32 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. |
| 33 | 12.50 mm thick cement plaster 1:4 |
| 34 | Rehandling of E/Work |
| 35 | 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 excavated surplus soil. Mechanical Means depth upto 3Mtr |
| 36 | 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. |
| 37 | Plain/Reinforced cement concrete M-20 in sub structure complete as per drawing and technical specifications.with batching plant transit mixer and concrete pump |
| 38 | Plain/Reinforced cement concrete M-25 in sub structure complete as per drawing and technical specifications.with batching plant transit mixer and concrete pump |
| 39 | Plain/Reinforced cement concrete M-30 in sub structure complete as per drawing and technical specifications.with batching plant transit mixer and concrete pump |
| 40 | Laying/Dumping stone/Bajri (In Jharies) |
| 41 | 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 mtr (By Mechanical Means) |
| 42 | Cement Concrete 1:2:4 complete in all respect. |
| 43 | 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 |
| 44 | Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface |
| 45 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work,mettalic or plastered,concrete surface to give an even shade. |
| 46 | Painting New letters and figures on black synthetic enamel paint to an even shade on surface |
| 47 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 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-inCharge |
| 48 | Cement concrete 1:4:8 (b)With stone aggregate 40mm gauge (2)mixing by mechanical means using concrete mixer volumetric type |
| 49 | Centering and shuttering for columns (Square or rectangular ) |
| 50 | 10 mm thick Cement Plaster 1:4 |
| 51 | Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 52 | Plain/Reinforced cement concrete (RCC Grade M10 ) in sub-structure complete as per drawing and Technical Specifications |
| 53 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications |
| 54 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 55 | PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700 |
| 56 | Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) |
| 57 | Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the 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 Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified |
| 58 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 59 | Supplying and lying dry brick ballast. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 19, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysOct 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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