Tender For Estimate For cement concrete Lining Of Akash Disty From Rd 0-11800 Including Other Allied Works.
Tender Value
5.46 Crore
Estimated cost
Bid Submission
16 Sep 2026
6 days left
EMD
10.92 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
Fatehgarh Sahib → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For cement concrete Lining Of Akash Disty From Rd 0-11800 Including Other Allied Works.
BOQ
| Sl. No. | Item Description |
| 1 | Ordinary jungle clearance of both banks of running Disty. Minors and Drains including boundary road with discharge exceeding 1.5 cum/s but up to 4.5 cum/s |
| 2 | Excavation of soil (any type) using hydraulic excavator and 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, includingall lift and combined lead upto 30 mtr. |
| 3 | Excavation of soil using hydraulic excavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankment locations including all lifts and leads (excluding royalty) |
| 4 | Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing including cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions |
| 5 | Dressing of Earthwork (New work or remodeling work.) |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing a) 0 to 1.5 mtr depth |
| 7 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 1.5 mtr depth but upto 3.0 m depth. |
| 8 | 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. |
| 9 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 10 | Dag Belling single kassi stroke complete in all respect |
| 11 | Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 12 | Cement concrete lining 75mm. thick or less (60 mm) laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(For Side Slopes) |
| 13 | Cement concrete lining 75mm. thick or less (60 mm) laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(For Coping) |
| 14 | Cement concrete lining 75mm. thick or less (60 mm) laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(For Sleepers) |
| 15 | Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications. |
| 16 | Filling contraction/construction Joint with sealing compound complete in all respect |
| 17 | Filling expansion joints with special impervious hot pour 12.5 mm wide |
| 18 | Extra bitumen painting at 0.69 per sqm (on sleeper) . Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 19 | Providing & laying 250 mm wide LDPE Film 150 micron over sleepers |
| 20 | Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing ) |
| 21 | Adjusting new APM Block in correct \\"y\\" & fixing in position (in case of new outlet where no dismentling and reconstructing of gollet wall is involved |
| 22 | Laying cement concrete 1:4:8 with gauge 40mm mixing by mechanical means using concrete mixer volumetric type. |
| 23 | First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth |
| 24 | 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. |
| 25 | Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete |
| 26 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 27 | 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 (0.25 ft= 7.6 cm (min wt 68 kg)) |
| 28 | Dismantling brick work tile, masonry or tile lining in cement. |
| 29 | Dismantling Reinforced Cement Concrete. |
| 30 | Dismantling Cement Concrete 1:4:8. |
| 31 | 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 matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr |
| 32 | Rehandling of Earth work. |
| 33 | Preparing watering and ramming surface for laying concrete, for irrigation channels horizontally. |
| 34 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 35 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-30 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. |
| 36 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-25 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. |
| 37 | Furnishing and Placing Reinforced cement concrete in super- structure as per drawing and Technical Specification for RCC M-40 grade for anti crash barrier, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. |
| 38 | Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specifications. |
| 39 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 40 | Supplying Direction/Diversion Plate 900x300 mm rectangular with high intensity microprismatic grade retro reflective sheeting Type IV. |
| 41 | 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) |
| 42 | Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum 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 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . ((b)) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 |
| 43 | Definition Plate 600x200mm rectangular as per as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications. Fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame welded with vertical post of sign board complete as per clause 801 of MORT&Hspecifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .((b)) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 |
| 44 | Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium 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 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . ((b)) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 |
| 45 | 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((b)) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 |
| 46 | Road Delineator/Vertical Guide Post Delineator ((a)) Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. |
| 47 | Providing and filling expansion joint with special bituminous material for joint size approx 20mm wide and 375mm depth |
| 48 | Providing APM cast iron block complete in all respects including supply of pig iron,casting and pattern making as per IS specifications no 7086-1976(0.40 ft=12.2cm(min 76kg) |
| 49 | Providing APM cast iron block complete in all respects including supply of pig iron,casting and pattern making as per IS specifications no7086-1976(0.40 ft=12.2cm(min 76kg) |
| 50 | Basic rate of ordinary earth/clay taken from private land but excluding royalty Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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