JBW
Jalmala Boring WorksSpecializing in Pile FoundationsPartnered with India's Leading Builders & ContractorsSpecializing in Diaphragm WallSpecializing in Ground AnchorsSince 1962500+ ProjectsSpecializing in Pile FoundationsSpecializing in Diaphragm WallSpecializing in Ground AnchorsJalmala Boring WorksSince 1962Partnered with India's Leading Builders & ContractorsJalmala Boring WorksSpecializing in Pile FoundationsPartnered with India's Leading Builders & ContractorsSpecializing in Diaphragm WallSpecializing in Ground AnchorsSince 1962500+ ProjectsSpecializing in Pile FoundationsSpecializing in Diaphragm WallSpecializing in Ground AnchorsJalmala Boring WorksSince 1962Partnered with India's Leading Builders & Contractors
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Pile Foundation

Bored Cast-in-Situ Piling Specialists

Jalmala Boring Works provides Pile Foundation and Deep Foundation Solutions using Bored Cast-in-Situ Piles for residential, commercial, industrial, and infrastructure projects. With advanced Hydraulic Rotary Rigs, we construct piles from 300 mm to 1800 mm diameter and depths of up to 50 metres, delivering reliable load-bearing capacity across soft soil, hard rock, and high groundwater conditions.

Bored Cast-in-Situ Piles: 300 mm – 1800 mm Diameter
Pile Depths up to 50 Metres
Hydraulic Rotary Rigs & DMC Percussion Methods
Temporary & Permanent Steel Casing
Tremie Concreting (RMC & Site-Mix)
Static & Dynamic Pile Load Testing
Suitable for Soft Soil, Hard Rock & High
Groundwater Conditions
Complete Deep Foundation Solutions from Design
Support to Execution
Pile Foundation — Jalmala Boring Works
50mMax Depth
How We Work

Our Piling Methods

We deploy six proven techniques — selected based on soil profile, site constraints, and project requirements.

Hydraulic Rig
01
Hydraulic Rig

We specialize in bored piling with diameters ranging from 200 mm to 2000 mm and depths up to 50 meters. Using advanced hydraulic rotary rigs, we execute piling operations efficiently across a wide range of soil conditions. Our fleet includes high-performance rotary drilling rigs capable of working in restricted headroom areas while delivering precision, stability, and high productivity.

Secant Pile Walls
02
Secant Pile Walls

Secant pile walls are constructed by intersecting reinforced concrete piles to form a continuous retaining structure. Primary piles are installed first, followed by reinforced secondary piles after sufficient curing. This technique provides excellent groundwater control and soil retention, making it ideal for deep excavations, basements, and foundation support in challenging ground conditions.

Manual Auger Method
03
Manual Auger Method

The Manual Auger Method is a reliable piling technique suitable for locations with restricted access or where low noise and vibration are essential. A tripod and manual winch system are used to drill boreholes using a helical auger. This method is commonly employed for pile diameters ranging from 250 mm to 1000 mm and offers an economical solution for smaller foundation projects.

TMR — Water Circulation
04
TMR — Water Circulation

Our Truck Mounted Rotary (TMR) rigs utilize continuous bentonite slurry circulation to stabilize boreholes during drilling. Auger drilling is performed to the required depth while bentonite slurry supports the excavation and carries excavated soil back to a recycling tank. This method ensures bore stability, efficient spoil removal, and high productivity, particularly in loose or soft soil strata.

DMC Pile Method
05
DMC Pile Method

The DMC Pile Method employs Mendola-type rigs combined with bentonite drilling fluid for safe and efficient pile construction. Surface soil is loosened using a bailer before drilling continues with a percussion chisel. Bentonite slurry stabilizes the bore while transporting excavated material to settling pits. Once the desired depth is achieved, the drilling tools are removed and the final depth is verified before reinforcement and concreting.

Tractor Mounted Rotary Rig
06
Tractor Mounted Rotary Rig

This method utilizes tractor-mounted rotary drilling rigs for fast and economical pile boring. Auger drilling is carried out to the required depth, with DMC rods added progressively to achieve deeper penetration through varying soil strata. It is particularly suitable for medium-depth foundation works and offers drilling capacities of up to 16 meters with excellent operational efficiency.

Featured Work

Recent Projects

2025–26
AFCONS INFRASTRUCTURE LTD
Twin Tunnel Underground Station
Jaipur
2024
LARSEN & TOUBRO (L&T) CONSTRUCTION
Bullet Train Section — Vadodara C-6 Package
Vadodara
2025–26
PSP PROJECTS LTD
Adani ACMD Plot A and D
Mundra, Gujarat
Jalmala Boring Works

Pile FoundationConstruction Process

Step 01 – Survey, Setting Out & Guide Casing InstallationStep 02 – Pile Boring & ExcavationStep 03 – Slurry Support & Borehole CleaningStep 04 – Reinforcement Cage InstallationStep 05 – Tremie ConcretingStep 06 – Pile Completion & Quality Control
01/06
Step 01 – Survey, Setting Out & Guide Casing Installation
01

Survey, Setting Out & Guide Casing Installation

Detailed survey, marking of pile locations, and installation of temporary guide casing.

  • Detailed survey and marking of pile locations
  • Verification of pile coordinates and levels
  • Positioning of Hydraulic Rotary Piling Rig
  • Installation of temporary guide casing
  • Ensures accurate pile alignment and protects bore opening
Phase 1
Step 02 – Pile Boring & Excavation
02

Pile Boring & Excavation

Drilling of pile bore using Hydraulic Rotary Rig to required depth.

  • Drilling of pile bore using Hydraulic Rotary Rig
  • Excavation carried out to the required depth and founding strata
  • Suitable drilling tools used for soil, rock, or hard strata
  • Continuous monitoring of depth, verticality, and pile diameter
  • Removal and disposal of excavated soil from site
Phase 2
Step 03 – Slurry Support & Borehole Cleaning
03

Slurry Support & Borehole Cleaning

Preparation and circulation of Bentonite/Polymer Slurry and borehole cleaning.

  • Preparation and circulation of Bentonite/Polymer Slurry
  • Stabilization of borehole walls during drilling
  • Recycling of slurry through slurry plant
  • Cleaning of borehole bottom to remove loose sediments
  • Final inspection of bore depth and cleanliness
Phase 3
Step 04 – Reinforcement Cage Installation
04

Reinforcement Cage Installation

Fabrication and lowering of reinforcement cage into the bore.

  • Fabrication of reinforcement cage as per approved drawings
  • Installation of spacers, couplers, lifting points, and cover blocks
  • Lowering of reinforcement cage into the completed bore
  • Accurate positioning and level adjustment
  • Quality inspection before concrete placement
Phase 4
Step 05 – Tremie Concreting
05

Tremie Concreting

Continuous concrete placement using tremie pipes.

  • Installation of tremie pipes up to borehole bottom
  • Continuous placement of concrete from bottom to top
  • Prevention of concrete segregation through tremie method
  • Displacement and recovery of slurry during concreting
  • Completion of pile concreting in one uninterrupted operation
Phase 5
Step 06 – Pile Completion & Quality Control
06

Pile Completion & Quality Control

Final pile completion, head trimming, and quality assurance.

  • Extraction of temporary casing during or after concreting
  • Recording of concrete consumption and pile parameters
  • Pile head chipping up to cut-off level
  • Verification of pile depth, diameter, and concrete quality
  • Completion of testing, documentation, and quality assurance
  • Ready for pile cap and foundation construction
Phase 6

Pile Foundation Contractor Dholera SIR – DICDL/DSIRDA Vendor Registration & Greenfield Procurement

This page is for Dholera SIR developers, industrialists, EPC contractors, and DSIRDA/DICDL project owners evaluating piling contractors. It is not a services overview — it is a functional guide to how piling subcontractor selection actually works inside Dholera SIR, with the specific registrations, documentation, greenfield verification criteria, and pre-award questions that determine whether a contractor can be mobilized. For the manufacturing services themselves (saline soil engineering, Activation Area piling, semiconductor/expressway/solar), see our Dholera SIR piling services page.

The Dholera Vendor Framework – DICDL + DSIRDA

Piling contractor approval in Dholera SIR works through two separate entities. DICDL (Dholera Industrial City Development Limited) — the SPV managing Activation Area development, jointly owned by Gujarat and Central governments. DICDL registration is required for infrastructure access and site readiness coordination inside the Activation Area. DSIRDA (Dholera SIR Development Authority) — the regulatory authority for the entire 920 sq km SIR. DSIRDA permits are required for any construction (including piling) anywhere in the SIR. For Activation Area projects, both registrations apply; for wider SIR projects, only DSIRDA applies. Registration timelines: DICDL 3-4 weeks; DSIRDA 4-6 weeks per project. Contractors without both face 6-10 week delays. Our DICDL/DSIRDA piling vendor registration in Dholera covers both entities.

PQ Pack – What Must Be Complete for Dholera Piling

For Dholera SIR piling, subcontractors submit a PQ pack to DICDL, DSIRDA, or the project owner. Incomplete PQ packs add 4-8 weeks to evaluation. Standard contents: ISO 9001:2015 certificate with current audit reports; QMS manual with ITP samples from greenfield/SIR projects; Safety management system with audit reports; Financial statements (audited, 3 years); Project reference list with client contacts — greenfield/SIR references strongly preferred; Equipment capability statement; Statutory compliance (GST, PAN, PF, ESI, labor license, insurance); Key personnel CVs; Past load test and PIT reports — preferably from saline-soil projects; and Evidence of site-specific geotechnical investigation capability. The last item is unique to greenfield projects — contractors without it often cannot produce site-specific investigation reports because they don't do them.

Greenfield Experience – A Distinctive Verification Criterion

Dholera SIR is India's first greenfield smart city — there is no legacy soil database and no prior project experience in the region to reference. When selecting piling contractors for Dholera, greenfield experience is a distinct verification criterion for three reasons. First, site-specific investigation — greenfield-experienced contractors run boreholes at each plot instead of assuming regional soil data. Second, saline-soil familiarity — Dholera's salt pan land and Gulf proximity require chloride-resistant concrete specifications that generic industrial contractors often miss. Third, greenfield logistics — no existing utilities, roads, or access at the site; greenfield contractors plan for water supply, power, and material staging from scratch. Verify greenfield experience by asking for site-specific geotechnical investigation reports from past projects — this is the single most revealing check.

Saline Soil Specifications – What Must Be Specified

Dholera's saline soil requires concrete specifications beyond standard practice. When verifying Dholera piling vendors, confirm the contractor specifies: sulfate-resisting cement (SRC per IS 12330) or Portland slag cement (PSC with 50%+ slag); 75-100 mm minimum cover; concrete grade M35+; low-permeability concrete (via silica fume or specialized admixtures); epoxy-coated or galvanized rebar in aggressive zones; and often cathodic protection for critical infrastructure. Per IS 456 exposure classification, most Dholera sites fall into 'severe' to 'very severe' categories. Contractors who specify generic M25 concrete with 50 mm cover for Dholera projects are under-designing — a fundamental mismatch with the site. This is a critical pre-award check.

Activation Area vs Wider SIR – Procurement Differences

The Dholera SIR is 920 sq km, but most current piling work is inside the 22.5 sq km Activation Area where infrastructure is already developed. Procurement differences: Activation Area projects require DICDL registration for infrastructure coordination plus DSIRDA permits for construction; wider SIR projects require DSIRDA permits with self-developed infrastructure. Contractor selection criteria differ: Activation Area contractors must demonstrate DICDL coordination experience; wider SIR contractors must demonstrate full greenfield infrastructure self-development capability. When evaluating Dholera piling contractors, confirm which scenario your project fits and verify the corresponding experience.

Pre-Award Questions for Dholera SIR Piling

Before awarding, ask every shortlisted contractor: (1) Provide three greenfield or SIR project references with client contacts. (2) Share your most recent third-party safety audit report. (3) What is your DICDL registration status and DSIRDA permit track record? (4) Describe your site-specific geotechnical investigation methodology for greenfield projects — how do you handle no legacy soil data? (5) What concrete specifications will you use for Dholera's saline soil, and why? (6) For our specific project type (semiconductor, solar, expressway, industrial), what specialized experience do you bring? (7) Share your standard subcontract terms and payment schedule before finalization. (8) What is your mobilization timeline considering DICDL/DSIRDA approval cycles? Contractors who hesitate on greenfield investigation, saline-soil specifications, or DICDL/DSIRDA experience should be excluded from shortlist.

Contact for DICDL/DSIRDA Vendor Verification

Ready to start DICDL/DSIRDA vendor verification or discuss Dholera SIR piling procurement in practice? Call our team at +91 93745 45415 or email jalmala.pile@gmail.com. Mention "DICDL vendor" or "Dholera SIR" in your inquiry — our team provides the complete DICDL/DSIRDA PQ pack within 2 business days, including ISO certificate verification details, safety audit reports, greenfield project references, and saline-soil specifications. For project-specific evaluation, we schedule a technical review within one week. Main office is at Dholka Road, near Nariampura Village, Narimanpura, Sarkhej, Ahmedabad, Gujarat 382210. For the services themselves, see our Dholera SIR piling services page.