Tender For Estimate For Construction Of Head Regulator Of New Tarmala Link Channel Off Taking At Rd 76000/R Of Lambi Distributary
Tender Value
26.90 Lakhs
Estimated cost
Bid Submission
24 Sep 2026
5 days left
EMD
53803
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sri Muktsar Sahib → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Construction Of Head Regulator Of New Tarmala Link Channel Off Taking At Rd 76000/R Of Lambi Distributary
BOQ
| Sl. No. | Item Description |
| 1 | Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 2 | Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 3 | 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. Complete in all respect as per drawings,designs, specifications and instructionsof Engineer- in-charge. |
| 4 | Cement concrete lining 75mm. thick or less 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).Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 5 | Dismantling of Old Bridge (RCC Main Slab) (CSR item no. 8.6-e) |
| 6 | Dismantling brick work tile, masonry or tilelining (CSR item no. 8.5-b) |
| 7 | 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. Mechanical Means, Depth upto 3 mtr(CSR item no. 21.1-B) |
| 8 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, Sandy Material (21.36 B) |
| 9 | Rehandling of E/work (CSR chapter 6 note no.2 ) |
| 10 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days M-10 (CSR item No.21.4) |
| 11 | Plain/Reinforced cement concrete in open foundatio complete as per drawing and Technical Specifications RCC grade M 25 using Concrete Mixer including centering and shuttering. (CSR Item No. 21.7-E/i) |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC grade M 25 height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-F/a/i) |
| 13 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC grade M 30 height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-G/a/i) |
| 14 | Furnishing and placing reinforcement / prestressed cement concrete RCC M-40 in super-structure complete asper drawing Technical specifications height upto 5 mtr using Concrete Mixer for railing including centering and shuttering. (CSR Item No. 22.1-E/a/i) |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in sub_structure complete as per drawing and Technical Specifications. (CSR item no. 21.33) |
| 16 | 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. (CSR item no: 16.17 ) |
| 17 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface (CSR item No. 16.31 ) |
| 18 | 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 clause 6.9 of IRC 67-2012 for retro reflective sheeting Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 495609 and as per IRC 67 2012 |
| 19 | Informatory sign board 800 x 600 mm square as per IRC 67- 2001 with retro reflective high intensity micro prismatic grade complete as per technical clause 801 MORT&H specifications. Using high intensity Micro prismatic grade retroreflective Sheeting Type XI as per ASTM D 495609 and as per IRC 67 2012 |
| 20 | Mandatory sign board 900 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic gradecomplete as per technical clause 801 MORT&H specifications Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012. |
| 21 | Advance Direction sign board 1200x1200mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting 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 .Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 495609 and as per IRC 67 2012 |
| 22 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 495609 and as per IRC 67 2012 |
| 23 | Providing & fixing in position of flat/wedge seal including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge.(75 mm dia x 10 mm th.) |
| 24 | Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge. (57/22 x 8mm) (100/44) |
| 25 | Supply, Providing and fixing of galvanized Bolts & Nuts (for seals of all types) with washer of all sizes and length required as per sample /drawing / direction of Engineer-In charge complete in all respects |
| 26 | Supply, Providing and fixing ofCSK Screw (for seals of all types) with nut and washer of all sizes and length required as per sample / drawing / direction of Engineer-In charge complete in all respects. (upto M-10) |
| 27 | CI Housing Cover with worm and worm wheel assembly, shaft, handle, gun metal bush with triple start threading inside complete in all respects0.75 Ton capacity |
| 28 | Supply of MS Spindle with Double Start Threading for Hoist Machanism including machining complete in all respects and to entire satisfaction of Engineer in charge 43mm dia, upto 1.5 ton capacity |
| 29 | Supply and Fixing of spindle cover (pipe) |
| 30 | Commisioning & testing of Gates at site complete in all respects and to entire satisfaction of Engineer In charge. |
| 31 | Providing & Fixing Clamp Plate, complete in all respects |
| 32 | 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, Painting two or more coats with anticorrosivebitumastic Paint to give an even shade |
| 33 | Painting two or more coats excluding priming coat withsynthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 34 | Supply of skin plate |
| 35 | Providing and Fixing ISMC 100 x 50 mm |
| 36 | Providing and Fixing of MS Square Bar 16 x 16 mm |
| 37 | Removing, Providing and Fixing Stainless Steel Flat |
| 38 | Providing and Fixing ISMB 200 x 100 mm |
| 39 | Providing and Fixing of Anchor |
| 40 | Threading of Pins complete in all respects and to entire satisfaction ofEngineer-in-Charge (Upto75mm) |
| 41 | Supply of GI pipe hollow/pipe of any size |
| 42 | Fillet welding with high strength steel rods complete in all respects (6mm) |
| 43 | Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of engineer in charge |
| 44 | Supply of multi purpose Synthetic hetiv grease |
| 45 | Supply of Diesel |
| 46 | Supply of Mobil Oil |
| 47 | Machining of Anchor Bolt to give shape complete in all respects and to entire satisfaction ofEngineer-in-Charge |
| 48 | Providing & Fixing of Pin in position complete in all respects and to entire satisfaction of Engineer-in - charge. (upto 75mm/above 75mm) |
| 49 | HOISTING, ROOFING AND WATER PROOFING |
| 50 | (13.74 a) Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed (working |
| 51 | (II) Providing and fixing on wall face unplasticisedRigid PVC rain water pipessingle socketed (working pressure 4 kgf/cm2)conforming to IS : 4985, including fixing with MS clampsU-PVC pipes (working pressure 4 kg / sqcm) pipe160 mm dia. |
| 52 | BRIDGES- FOUNDATIONS & SUB- STRUCTURE |
| 53 | (21.7) Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 54 | (C) RCC Grade M20 |
| 55 | ((i)) Using Concrete Mixer |
| 56 | (21.32) Plain/Reinforcedcement concrete in sub-structure complete as per drawing and Technical Specifications |
| 57 | (E) RCC Grade M20 |
| 58 | ((a)) Height upto 5m |
| 59 | ((i)) Using Concrete Mixer |
| 60 | ROAD WORK |
| 61 | (24.61) Joint Sealing Compound |
| 62 | ((b)) 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&Hspecifications |
| 63 | (24.61 b) Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weightcomplete as per drawings and technical clause2605 of MORT&Hspecifications |
| 64 | HIRE CHARGES OF MACHINERY |
| 65 | (13) Cranes 35 tonnes |
| 66 | credit of brick |
| 67 | credit of steel |
| 68 | BRIDGES - SUPER STRUCTURE & PROTECTION WORK |
| 69 | (22.12) Crash Barriers |
| 70 | (A) 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 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