Tender For Estimate For Construction Of Cross Cum Head Regulator And Bridge At Rd 11800 Of Akash Distributary.
Tender Value
68.99 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
2 days left
EMD
1.37 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
Patiala → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Construction Of Cross Cum Head Regulator And Bridge At Rd 11800 Of Akash Distributary.
BOQ
| Sl. No. | Item Description |
| 1 | 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. Ordinary soil Manual Means, Depth up to 3 m. |
| 2 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Excluding royalty |
| 3 | 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) |
| 4 | Dismantling Reinforced Cement Concrete. |
| 5 | 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) |
| 6 | Cement concrete 1:4:8 (M 7.5) mixing by mechanical means using concrete mixer volumetric type |
| 7 | Plain/Reinforced cement concrete (RCC Grade M10) mixing by mechanical means using concrete mixer volumetric type |
| 8 | Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type M15 |
| 9 | PlainlReinforced cement concrete (RCC Grade M-20) in Sub structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Including Centring and shuttring. |
| 10 | PlainlReinforced cement concrete (RCC Grade M-25) in Sub structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Including Centring and shuttring. |
| 11 | Plain/Reinforced cement concrete (RCC Grade M 30) in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Height up to 5m Including Centring and shuttring. |
| 12 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications |
| 13 | Providing,Laying, fixing&jointingof P.V.C. Pipes as per ISI-4985 (ISImarked 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 PVC pipe of 4 Kgf. / sqcm |
| 14 | Filling Stone or Spall (on Level) |
| 15 | 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. |
| 16 | Dressing of Earth work ( NEW ) |
| 17 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth) |
| 18 | Dressing and prepration of sub grade fo lining |
| 19 | Laying 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 |
| 20 | 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 (For Trapozoidal Section and Cup Section of all radius) For bed &side slopes |
| 21 | Filling expansion joints with special impervious hot pour 12.5mm wide. |
| 22 | Extra bitumen painting at 0.69 per sqm |
| 23 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 24 | Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering) |
| 25 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications |
| 26 | Painting on concrete surface. 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. |
| 27 | 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) |
| 28 | Furnishing and Placing RCC 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 Including Centring and shuttring. |
| 29 | Cautionary sign board 600x600x600mm triangular Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and 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 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 of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm 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. |
| 30 | 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 Glass 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. |
| 31 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV 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 |
| 32 | Advance Direction sign board 1200x1800mm rectangular 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.Type iv |
| 33 | Mandatory sign board 900mm circular Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 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. |
| 34 | Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications |
| 35 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & MoRT&H Specification. |
| 36 | Basic rate of ordinary earth/clay taken from private land including compensation but excluding royalty |
| 37 | WHITE WASHING, DISTEMPERING, PAINTING & POLISHING (16.47) Painting new letters and figures of black synthetic enamel paint to an even shade |
| 38 | Supply of Structural steel, MS Plate, ISMB, ISMC ,ISA, Square bar of required length and sizes of reputated brands to the site of work like SAIL, TATA, VIZAG, JINDAL |
| 39 | Providing and Fixing of S.S plate asper drawing and directions given by engineer in charge |
| 40 | Providing and fixing of skin plate |
| 41 | Providing & fixing in position of flat/ wedge seal including preparation of surface complete I all respects and to entire satisfaction of Engineer in charge.75 mm Ø x 10 mm Th. Bottom Seal |
| 42 | Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satifaction of Engineer in charge.(22Ø) |
| 43 | Providing & fixing of Galvanized nut & bolts of all size & length required |
| 44 | CI Housing cover with worm & worm Wheel Assembly, shaft, Handle G.M Bust with triple start threading inside for Spindle complete including labour charges. |
| 45 | M.S Spindle with double start or triple start threading 11' Height 1/3/4\\" dia. complete.upto 1.5 ton capacity |
| 46 | Fillet welding with high strenght steel rods complete in all respect and to entire satisfaction of engineer in charge 6 mm wide |
| 47 | Painting two or more coats with anticorrosivebitumastic Paint to give an even shade |
| 48 | Applying priming coat with metal primer on new steel or iron work including preparation of surface |
| 49 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shade on wood work, metallic or plasterd cement surface to give an even shade |
| 50 | Supply of multipurpose synthetic grease complete in all respect d to entire satisfaction of engineer - in - charge |
| 51 | Supply of multigrade Mobil-oil 10w-40 or 10w-50 complete in all respect d to entire satisfaction of engineer - in - charge |
| 52 | Commisioning and testing of gates at site complete in all respects to entire satisfaction of engineer in charge |
| 53 | Providing and fixing bright finished brass door latch with necessary screws etc complete 250x 16 x 5 mm |
| 54 | instaling of Gates & Gearing arrangement with crane 35 Ton cpacity |
| 55 | Supply of GI hollow pipe of any size |
| 56 | Providing and fixing of chequred plate |
| 57 | MS drive shaft 6 ft long 1.5 inch dia with adjusting coupling complete 55 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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