Tender For Construction Of Head Regulator At Rd 26500/R Of Rajpura Disty With Gear And Gates System
Tender Value
48.13 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
0 days left
EMD
96260
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
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Head Regulator At Rd 26500/R Of Rajpura Disty With Gear And Gates System
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Jun-2026 | Corrigendum No. 04 | Date | 12-Jun-2026 |
| 2 | 05-Jun-2026 | Corrigendum No. 04 | Date | 12-Jun-2026 |
| 3 | 12-Jun-2026 | Corrigendum No. 5 | Date | 19-Jun-2026 |
| 4 | 12-Jun-2026 | Corrigendum No. 5 | Date | 19-Jun-2026 |
| 5 | 19-Jun-2026 | Corrigendum No. 6 | Date | 29-Jun-2026 |
| 6 | 29-Jun-2026 | Corrigendum No. 7 | Date | 06-Jul-2026 |
| 7 | 06-Jul-2026 | Corrigendum No. 08 | Date | 13-Jul-2026 |
| 8 | 13-Jul-2026 | corrigendum 9 | Date | 23-Jul-2026 |
| 9 | 23-Jul-2026 | corrigendum 190 | Date | 27-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 MechanicalMeans) |
| 2 | 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 MechanicalMeans) |
| 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 excavated surplus soil. Mechanical Means depth upto 3Mtr |
| 4 | PCC 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size |
| 5 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. |
| 6 | PlainlReinforced cement concrete (RCC Grade M20 ) 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 |
| 7 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 8 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type ( M-7.5) |
| 9 | Supplying and lying dry brick ballast. |
| 10 | Plain/Reinforced Cement Concrete (M15) in Open Foundation complete as per Drawing and Technical Specifications. |
| 11 | PlainlReinforced cement concrete (RCC Grade M25 ) 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 |
| 12 | PlainlReinforced cement concrete (RCC Grade M30 ) 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 |
| 13 | 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. |
| 14 | 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) |
| 15 | 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 |
| 16 | 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-in Charge. |
| 17 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. |
| 18 | Painting New letters and figures on black synthetic enamel paint to an even shade on surface |
| 19 | Providing and laying factory made rubber moulded smooth finish cement conc. Kerb M-20 grade 250mm high with bottom woidth 165mm and top width 115mm made over strong vibratory table and fixinf with cement morter 1:2 |
| 20 | 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 |
| 21 | Providing and Fixing of S.S plate asper drawing and directions given by engineer in charge |
| 22 | Providing and fixing of skin plate |
| 23 | 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 12 mm Th.Bottom Seal |
| 24 | Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satifaction of Engineer in charge.(44Ø) |
| 25 | Providing & fixing of Galvanized nut & bolts of all size & length required |
| 26 | M.S Spindle with double start or triple start threading 11‘ Height 1/3/4\\" dia. complete. upto 1.5 ton capacity |
| 27 | Fillet welding with high strenght steel rods complete in all respect and to entire satisfaction of engineer in charge 6 mm wide |
| 28 | Painting two or more coats with anticorrosive bitumastic Paint to give an even shade |
| 29 | Applying priming coat with metal primer on new steel or iron work including preparation of surface |
| 30 | 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 |
| 31 | Supply of multipurpose synthetic grease complete in all respect d to entire satisfaction of engineer - in - charge |
| 32 | Supply of multigrade Mobil-oil 10w-40 or 10w-50 complete in all respect d to entire satisfaction of engineer - in - charge |
| 33 | Commisioning and testing of gates at site complete in all respects to entire satisfaction of engineer in charge |
| 34 | Providing and fixing bright finished brass door latch with necessary screws etc complete 250x 16 x 5 mm |
| 35 | instaling of Gates & Gearing arrangement with crane 35 Ton cpacity |
| 36 | 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. (sleepers in side slope & in bed) + coping (Sr No.11+12) |
| 37 | 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,inclunding extra for compensation for ordinary earth/ordinary clay taken from private land without royalty |
| 38 | 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. |
| 39 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement) 0-1.5 mt.depth |
| 40 | Dressing and preparation of sub grade for side slopes. |
| 41 | Laying 1:3 (cement: water) cement slurry with cement @2.25 kg per sqmt on prepared bed & side slope before layingconcrete |
| 42 | 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) |
| 43 | 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 |
| 44 | 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 |
| 45 | Filling of construction /contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications |
| 46 | Extra for Bitumen Painting @ 0.69 kg per Sqmt. supply carriage of material complete in all respect |
| 47 | Providing & laying 150 micron Polyethene Sheet over sleeper |
| 48 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 49 | CI Housing cover with worm & worm Wheel Assembly, shaft, Handle G.M Bust with triple start threading inside for Spindle complete including labour charges. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 12, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 19, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 19, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 29, 2026
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 06, 2026
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 13, 2026
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 23, 2026
18:00 IST
Corrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 27, 2026
18:00 IST
Corrigendum-9 Issued
Clarifications on tender conditions and amendments issued.
TodayJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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