Tender For Estimate For Construction Of Fall Cum Cross Regulator Along With Vrb At Rd 13015 Of Kotakpura Distributary
Tender Value
46.87 Lakhs
Estimated cost
Bid Submission
16 Oct 2026
6 days left
EMD
93753
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Faridkot → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Construction Of Fall Cum Cross Regulator Along With Vrb At Rd 13015 Of Kotakpura Distributary
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling brick work tile, masonry or tile lining in cement. |
| 2 | Dismantling Reinforced Cement Concrete. |
| 3 | 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. |
| 4 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations inlcuding all lifts and leads, excluding royality. Lead 3.00km (Rural Reach). |
| 5 | Preparing, watering and ramming surface for laying concrete. |
| 6 | Cement concrete (M-10) with stone ballast mixing by mech. Means using concrete mixer volumetric type. |
| 7 | Plain Cement Concrete 1:4:8 with stone ballast mixing by mechanical means using concrete mixer volumetric type |
| 8 | Plain cement concrete in sub-structure complete as per drawing and Technical Specifications. For PCC M-15 Grade. Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. |
| 9 | Supplying & laying dry brick ballast. |
| 10 | Reinforced cement concrete M-20 mechanically batchmixed using batch type concretemixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 11 | 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. |
| 12 | 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. |
| 13 | Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Providing, laying, spreading and compacting stone aggregates of Grading I towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheeled roller 8-10 tonnes instages to proper grade and camber, applying and brooming requisite typeof binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the requireddensity completeas per technical specifications |
| 14 | Water Bound Macadam Grading II Providing, laying, spreading and compacting stone aggregates of Grading II towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheeled roller 8-10 tonnes instages to propergradeandcamber,applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 15 | Reinforced cement concrete M-25 mechanically batchmixed 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 |
| 16 | Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical and bartering including attached pillasters buttresses etc). Complete in all respect. |
| 17 | Extra for laying earth/ fly ash as per specification for compaction in 20 cm layers, dressing, watering & rolling to specifictions. Complete as all respects. |
| 18 | Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications. |
| 19 | Providing & fixing 25 mm thick and 250 mm wide compressible fiber board in expansion joint complete as per drawing and technical clause 2605 of MORT&H specifications. |
| 20 | Re-handling of Earthwork with lead 30 meters |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specifications. |
| 22 | 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. |
| 23 | Supplying Direction/Diversion Plate 900x300 mm rectangular with high intensity microprismatic grade retro reflective sheeting Type IV. |
| 24 | Providing and fixing drainage spout complete as per drawing and Technical specification. |
| 25 | 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. 110mm o/d PVC pipe of 2.5 Kgf. /sqcm |
| 26 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or lass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. |
| 27 | 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 as per CSR 24.44 (ai) |
| 28 | 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. |
| 29 | 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. |
| 30 | 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, |
| 31 | 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 |
| 32 | Water Arrangements |
| 33 | Earthwork excavation in foundation, 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 side 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 a lead of 30 metres. |
| 34 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 35 | Dressing of bed and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 36 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. |
| 37 | Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. |
| 38 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 39 | Filling Contraction/Construction Joint with sealing compound complete in all respect |
| 40 | Polythene films/sheet of 150 micron |
| 41 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m |
| 42 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m |
| 43 | Supply of C'SK SCREW M-8,L=60, WITH NUT AND WASHER 0 MM IS:1364 |
| 44 | Supply of GI PIPE 50 NB 50 MM IS 1239 |
| 45 | Supply of ISA 65 MM IS: 2062 |
| 46 | Supply of M20 BOLT,L=120, WITH NUT AND WASHER 0 MM IS:1364 |
| 47 | Supply of SQUARE BAR 25X25 25 MM IS: 2062 |
| 48 | Supply of THREADED ROD WITH DOUBLE NUT & WASHER- 16X365 16 MM IS: 2062 |
| 49 | Supply of WEDGE TYPE BOTTOM SEAL, 75X10, L=3130 0 MM IS:11855 |
| 50 | Supply of CHEQUERED PLATE 6 MM IS 3502 |
| 51 | Supply of CSK BOLT M8 L60 WITH NUT AND WASHER 0 MM IS:1364 |
| 52 | Supply of ISMB 200 MM IS: 2062 |
| 53 | Supply of ISMC 150 MM IS: 2062 |
| 54 | Supply of ISMC 200 MM IS: 2062 |
| 55 | Supply of ISST 100 100 IS: 2062 |
| 56 | Supply of J BOLT M 16 16 MM IS:1364 |
| 57 | Supply of J BOLT M20 L 600 WITH NUT AND WASHER 20 IS: 2062 |
| 58 | Supply of J-ANCHOR DIA.16, 300 LONG 16 IS: 2062 |
| 59 | Supply of J-ANCHOR DIA.16, 450 LONG 16 IS: 2062 |
| 60 | Supply of PLATE 10 MM IS: 2062 |
| 61 | Supply of PLATE 15 MM IS: 2062 |
| 62 | Supply of PLATE 20 MM IS: 2062 |
| 63 | Supply of PLATE 6 MM IS: 2062 |
| 64 | Supply of PLATE 8 MM IS: 2062 |
| 65 | Supply of S.STEEL PLATE 12 MMIS-1570 PART-V |
| 66 | Supply of S.STEEL PLATE 8 MMIS-1570 PART-V |
| 67 | Supply of SIDE SEAL 44 DIA 0 MM IS:11855 |
| 68 | Supply of SKIN PLATE 8 MM IS: 2062 |
| 69 | Supply of SQUARE HOLLOW SECTION 150 MMIS 4923 |
| 70 | Supply of SQUARE HOLLOW SECTION 40 MMIS 4923 |
| 71 | Supply of SQUARE HOLLOW SECTION 60 MMIS 4923 |
| 72 | Zigs and fixture, gas tools and plants, racking and haulage arrangements at site & workshop for replacing damaged and broken parts including carriage and other miscellaneous items complete in all respects to entire satisfaction of engineer-in-charge (Sr. No. 66 ) (gate + plat + embed + structure) 1 each = 4 x 7=28 |
| 73 | Supply of multipurpose synthetic Hetiv grease (Sr. No. 31 ) |
| 74 | Supply of multi grade mobile oil. (Sr. No. 32 ) |
| 75 | Scraping brushing to remove paint to base metal surface. |
| 76 | Painting two or more coats with anticorrosive bitumastic Paint to give an even shade |
| 77 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 78 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades metallic surface to give an even shade. |
| 79 | Commissioning and testing of gates at site complete in all respects and to entire satisfaction of engineer-in-charge. |
| 80 | Miscellaneous minor repairs of Items Such as M.S Flats, ISA, ISMC, ISMB etc. to make gates operational including labour charges. (Sr. No.46) |
| 81 | Fillet welding with high strength steel rods, complete in all respects and to entire satisfaction of engineer-in-charge 8 mm wide |
| 82 | lifting , locating, fitting & Installation of GATE structure + embedded parts+gate leaf+ deck + machine with the help of hydraulic mobile CRANE 35 TON CAPACITY( 12*4=48 ) |
| 83 | CI Housing Cover with worm and worm wheel assembly, shaft, handle, gun metal bush with triple start threading inside for spindle including labour charge complete in all respects 1.5 Ton capacity |
| 84 | Supply of spindle for hoist machanism including threading and machinning complete in all respects and to entire satisfaction of Engineer in charge 55-65 dia - 11 ft = 62.5 KG PER SPINDLE |
| 85 | Supply and Fixing of spindle cover = 8.36/ M |
| 86 | Supply and fixing of common shaft duly machined at site complete in all respects and to entire satisfaction of engineer in charge - 2.2 m per gate for motor |
| 87 | Fixing of coupling for Common Shaft with supply of spindle shaft coupling rods and cover complete in all respects. |
| 88 | Drilling/ Boring including Reaming complete in all respects & to entire satisfaction of engineer incharge. (ii) above 10 - 20 mm dia- drill nos = total no. of bolts/nuts/pins x 2 |
| 89 | Any other Item 01 |
| 90 | Any other Item 02 |
| 91 | Any other Item 03 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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